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PW15-009 - Original - Tapani, Inc. - Briscoe-Desimone Levee Improvements Reach 1 - 02/03/2015
°t � phi ® r aeR end (CENT Document WARH NOTON �i iPy j CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to City Clerks Office. All portions are to be completed. If you have questions, please contact City Clerk's Office. Vendor Name: Tapani, Inc. Vendor Number: ID Edwards Number Contract Number: �:P � �S—oUo° This is assigned by City Clerk's Office Project Name: Briscoe-Desimone Levee Improvements Reach 1 Description: ❑ Interlocal Agreement ❑ Change Order ❑ Amendment ® Contract ❑ Other: Contract Effective Date: Date of the Mayor's signature Termination Date: 100 working days Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager-.—Kelly Casteel Department: Engineering Contract Amount: $1 852 461.32 Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): The project consists of the construction of a setback levee floodwall and parking lot reconstruction. As of; 08{27/14 . KENT NIS I'I NIT. Agenda Item: BIDS - 9A '..... TO: City Council DATE: January 20, 2015 SUBJECT: Briscoe Desimone Levee Improvements Reach 1 - Award MOTION: Authorize the Mayor to award the Briscoe Desimone Levee Improvements, Reach 1 project to Tapani, Inc. in the amount of $1,852,461.32, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: The Briscoe-Desimone Levee is located along the east side of the Green River between S. 180th Street and S. 200`h Street. The levee straddles the border between Kent and Tukwila providing flood protection for the cities of Kent, Tukwila and Renton. Levee certification studies conducted in 2010 indicated that four areas of this levee require improvements to meet federal levee safety standards. Reach 1 is located south of S. 1801h Street adjacent to West Valley Highway. In 2011, the city and the King County Flood Control District (KCFCD), were successful in obtaining a $7 million grant from the Washington State Legislature to fund reconstruction of the Briscoe-Desimone Levee. In June 2013 the City entered into an Interlocal Agreement with the KCFCD which allocated an additional $11 million of District funds and assigned responsibility for design and construction of the project to the City of Kent. Bid opening for this project was held on December 9, 2014 with 10 bids received. The lowest responsible and responsive bid was submitted by Tapani, Inc. in the amount of $1,852,461.32. The Engineer's estimate was $2,693,026.03. The Public Works Director recommends awarding this contract to the low bidder. EXHIBITS: Memorandum, dated December 30, 2014 RECOMMENDED BY: Public Works Committee YEA: N/A NAY: N/A BUDGET IMPACTS: This contract will be funded out of the $18 million which was allocated to the Briscoe-Desimone Levee project through an Interlocal Agreement with the KCFCD. REQUEST FOR MAYOR'S SIGNATURE IG�i+17' Please Fill in All Applicable Boxes r, � *6b4rector Originator's Name: Kelly Casteel Dot/Div. Engineering Extension: 5561 Date Sent. ,b/,3/ts Date;Required t1161°gi Return to: Nancy Yoshitake CONTRACT TERMINATION DATE- 100 working _ days `END-qR. Tapani, Inc. BATE OF COUNCIL APPROVAL: 1/20/15 ATTACH THE COUNCIL MOTION SHEET FOR THE MAYOR - if applicable Brief Explanation of Document: The attached construction agreement is with Tapani for the Briscoe-Desi m one Levee Improvements Reach 1 Project. The project consists of the construction of a setback levee floodwall and parking lot reconstruction. For additional information, see the attached Council motion sheet. All Contracts Must Be Routed Through The Law Department (This area to be completed by the Law Department); Received: �7 4 Approval of Law Dept.t , kf ev`„ f " a sz t k hymn: Law Dept: Comments: X { Date Forwarded to Mayor: x3C;x Shaded Areas To Be Completed By Administration Staff Received: Recommendations and Comments: d Disposition ;'`lam; 1. / f Date Returned:. CITY T KING COUNTY, WASH I NGTON ` E T SPECIAL PROVIS1 ONS FOR Briscoe-Desimone Levee Improvements Reach 1 R,M. 14 . 47 to 14 . 64 ProjectNumber: 09-3011 BIDS ACCEPTED UNT+IL December 2, 2014 11 :00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO C I TY OF KENT, C 1 TY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR 4* KING COUNTY NTY KEN T FL OD CONTROL WASH) § DISTR. ICT WAS PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe , .e .0 Kent, WA 98032 KENT Fax: 253-856-6500 w>sHe.... PHONE: 253-666-6500 '... CITY OF KENT KING COUNTY, WASHINGTON Briscoe-Desimone Levee Improvements Reach 1 RM 14.47 to 14.64 Project Number: 09-3011.5 ADDENDUM No. 1 November 26, 2014 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I — BID OPENING The bid opening has been rescheduled to Tuesday, December 9, 2014 at 11:00 AM. The City Clerk's office will receive sealed bids through 11:00 AM. I i END OF ADDENDUM No. I Chad Bieren, P.E. Date City Engineer > 0 's c v Y MAYOR SUZETTE COOKE .:t?° k` � .*`- �nxr:=.aa.'shxcaw� eax' —". •^.�++.o`.: PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe Kent, WA 98032 Fax: 253-856-6500 $ T PHONE: 253-856-5500 W AS HNGTON CITY OF KENT KING COUNTY, WASHINGTON Briscoe-Desi One Levee Improvements Reach 1 RM 14.47 to 14.64 Project Number: 09-3011.E ADDENDUM No. 2 December 3, 2014 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I - BIDDER'S DOCUMENTS The following added bid items and changes are included in the attached replacement pages 9 and 12 of the Bidder's Document. Bidders must use the replacement pages. REACH 1 SCHEDULE I,- LEVEE UNIT TOTAL ITEM SECTION APPROX. ITEM NO. NO, QUANTITY PRICE AMOUNT 1360 7-17.5 1 Sewer Force Main Repair $60,000.00* $60,000.00 KSP& FORCE Per FA 1-09.6 ACCOUNT WSOOT *Common price to all bidders 1390 7-09.5 1 Watermain Repair $40,000.00* $40,000.00 KSP& FORCE Per FA 1-09.6 ACCOUNT WSDOT *Common price to all bidders 0 c v Y 0 MAYOR SUZETTE COOKEA�=� REACH I SCHEDULE VI STRUCTURAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT i 6005 6-20.5 3 Install Corner Pile - 59' $ $ KSP EACH Length Per EA 6008 6-20.5 457000 Sheet Pile Paint $ $ KSP 6,500 Per SF SQ FT Invitation to Bid REVISE the tenth paragraph as follows: No bidder may withdraw his/her bid for a period of 5ixty-(60) ninety (90) calendar days after the day of bid opening. Proposal Signature Page REVISE the third paragraph as follows: No bidder may withdraw his/her bid for a period of 5+xty-(6% ninety (90) calendar days after the day of bid opening. II - KENT SPECIAL PROVISIONS Tab Index, Order of Contents, Table of Contents and Appendix 4 REVISE title of Appendix 4 as follows: Construction Noise, Vibration, and Settlement Monitoring and Control and Permanent Ground Anchors Page 1-6 - Section 1-03.4 - Contract Bond DELETE entire paragraph. C T4.. Bend shall I Page 1-8 - Section 1-04.9(1) - Use of City Property REVISE the second paragraph as follows: Contractor shall load and transport the sheet piles from the stockpile to the project site. 2 I Page 1-17 - Section 1-05.14 - Cooperation With Other Contractors ADD the following to the end of this section: Puget Sound Energy (PSE) will relocate the overhead power lines, which are currently in conflict with the proposed wail, to the east side of West Valley Highway. This relocation work is scheduled to be completed prior to notice to proceed for the Reach 1 levee improvements, Page 1-24 - Section 1-07.17(6) - Site Inspection ADD the following new contacts: City of Tukwila - Sewer City of Tukwila - Water John Howat Brian Still (206) 433-1864 (206) 433-1863 (206) 571-6312 (cell) (206) 571-6308 (cell) i Page 1-27 - Section 1-08.4 - Notice to Proceed, Prosecution and Hours of Work ADD the following to the end of this seciton: Traffic restrictions on West Valley Highway shall be as follows: No southbound lane closures after 3.,00 PM weekdays and no northbound lane closures before 9.00 AM weekdays. This is for two lane closure or as determined by the Engineer. Refer to Section 1-10 for additional direction. Page 1-30 - Section 1-08.6 - Suspension of Work REVISE the second sentence of the last paragraph: Work on the riverward side of the sheet pile wal4 existing paved trail or top of river bank will not be allowed prior to May 1, 2015 or after October 15, 2015 unless approved by the Engineer. Page 2-5 - Section 2-03,3(14)B - Earth Embankment Construction DELETE the last sentence of the first paragraph: Where F .....ent M.J.. removal is 1, made, ADD the following sentence to the end of the fourth paragraph: Within 5 feet of the wall, the maximum lift thickness shall be 4 inches or less if required to meet the specified compaction using the approved special compactors. 3 REVISE the last paragraph as follows: See Section 4-05 for additional requirements and measurement for Levee Embankment Fill and Levee and Embankment E.-eavatien. Page 2-6 — Section 2-07.4 — Measurement REVISE the first paragraph as follows: The Contractor shall obtain a hydrant meter and permit from the City of Kent (if in their jurisdiction), or City of Tukwila if in their jurisdiction. Maintenanee-Shep-leeated City of Kent meter can be obtained at 5821 South 240th Street (253) 856-5600. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Page 6-5 — Section 6-06.2(S) — Submittals REVISE the second sentence of the fifth paragraph as follows: Rail postar+d ryiekets shall be machine cut to provide uniform length prior to assembly. Page 6-6 — Section 6-17.1 — Description REVISE the last sentence as follows: T Specifications for anchor system are included in Appendix A-4, Section 02410 Permanent Tiebaek Ground Anchors. Page 6-7 — Section 6-20.1 — Description REVISE the second sentence of the first paragraph as follows: The work covered by this section consists of furnishing equipment, labor, and materials; providing shop drawings, and performing all operations in connection with loading and transporting sheet piles from the City stockpile at 12525 SE 2481h St, to the work site and the installation of the metal sheet piling wall system, including bolted or structural connections; and miscellaneous steel, in accordance with these specifications and the applicable drawings. ADD the following after the first paragraph: See Appendix A-3 for Skyline Steel's Sheet Pile Detail and Material Tally Table 1 for additional information of materials stockpiled at the City site, Page 6-8 — Section 6-20.1 - Sheet Pile Stock Pile Access Plan REVISE the third bullet item as follows: • Temporary crane and equipment setup locations for enleading picking up the sheets. 4 Page 6-8 - Section 6-20.1 - Materials Test Certificate and Test Reports REVISE the first sentence as follows: Test reports and certificates of compliance that show that the materials to be provided by the Contractor are in compliance with the applicable specifications. Page 6-9 - Section 6-20.1 - Installation Records REVISE as follows: Installation Records: A complete and accurate record of each sheet pile driven shall be submitted within 3 days of completion of pile driving operations. The record shall indicate the pile location (as driven), date driven, size, driven length, embedded length, final elevations of tip and top, pile weight, t-�aHon pile penetration rate data in feet of installation per minute throughout the entire length of the pile and for the final 6 inches of penetration, and the total driving time. , the driti'i a F....+ F ' 11-.+'.... CIOTl9'CC�yTCICGT"ITfIT.GC"O111"IJta11P C1 Pl rpe",'N Rute- The record shall also include the type and size of equipment used and the rate of operation. Page 6-12 - Section 6-20.3 - Construction Requirements - Placing and Driving ADD the following sentence at the beginning of the Driving section: Pre-augering prior to driving piles will not be allowed. Page 6-14 - Section 6-20.3 - Cutting Off and Splicing REVISE the first sentence of the third paragraph as follows: The Contractor shall plug all exposed holes. Page 6-18 - Section 6-20.5 - Payment REVISE the first sentence of the second paragraph as follows: Payment for "Install Corner Pile - -5--Y 59'Lenoth" of the size and type of sheet piling specified, shall be made at the unit price per each. RENUMBER pages 6-19 and 6-20 to 7-1 and 7-2. Page 7-2 - Section 7-08 - General Pipe Installation Requirements ADD the following prior to 7-08.5 Payment: 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 5 Page 7-2 - Section 7-09 - Water Mains ADD the following new section: 7-09 WATER MAINS SECTION 7-09.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-09.5 Payment The unit contract price perforce account for "Watermain Repair"shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install pipe, fittings and associated appurtenances to make repairs or replacement of appropriate sections of the existing 12"cast iron pipe, that is within the work area of the proposed sheet pile wall. The bid item price includes, but is not limited to: trench excavation, removal and disposal of existing pipe, dewatering, backf ll and compaction, surface restoration and cleanup. It shall also include flushing, disinfection, and testing as required by the City. Pipe zone bedding, sawcutting asphalt, and unsuitable foundation excavation including haul shall be paid under their appropriate bid items. Page 7-2 - Section 7-17 - Sanitary Sewers ADD the following new section: 7-17 SANITARY SEWERS SECTION 7-17.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.5 Payment The unit contract price perforce account for "Sewer Force Main Repair"shall be complete compensation for all labor, materials, tools, supplies, and equipment necessary to furnish and install pipe, fittings and associated appurtenances to make repairs or replace sections of the existing 6"asbestos concrete sewer force main that is within the work area of the proposed sheet pile wall. The bid item price includes, but is not limited to, trench excavation, dewatering, backfill and compaction, surface restoration and cleanup, pumps, pipes, fittings, temporary bypass, testing, connections and any other items necessary to complete the repair. Page 9-1 - Section 9-03.14(5) - Levee Embankment Fill REVISE the section title as follows: Imported Levee Embankment Fill REVISE the fourth paragraph as follows: Sieve analysis (ASTM D422) and Atterberg limits (ASTM D4318) shall be used to verify that this the above grain size and plasticity requirements+s are met. REVISE the last paragraph as follows: 6 i Excavated Nverbarrk soils that meet this specification shall be used as Levee Embankment Fill unless deemed unacceptable by the Engineer. Contractor shall segregate and stockpile excavated riverbank soils to maximize their use as Levee Embankment Fill. Use4n'+ rted Levee Embankment Fill enly when III - APPENDIX Appendix 3 - Miscellaneous Details ADD the following new appendix items: Skyline Steel Sheet Pile Detail Skyline Steel Material Tally Table 1 Southcenter South Industrial Park Sanitary Sewer Plan As-built Drawing i Appendix 4 - Section 01850 - Construction Monitoring Program PART 3 - EXECUTION REVISE the first paragraph as follows: Perform interior and exterior preconstruction inspections on the portions of all buildings and other structures within 100 feet of the sheet pile wall, and the vehicle access ramp-,-end Reaeh 4. Appendix 4 - Section 01860 - Construction Noise and Vibration Control 1.2 - Reference Standards DELETE item B and reletter the items as follows: A. FTA, "Transit Noise and Vibration Impact Assessment" I C-.B. ANSI 1. ANSI 51.4 Specification for Sound Level Meters 9:C. (IEC) 1. 1 EG 179 Precision Sound Level Meters E-.D. (SAE) 1. SAE J366 Exterior Sound Level for Heavy Trucks and Buses 2. SAE J952 Sound Levels for Engine Powered Equipment 3. SAE JAG Exterior Sound Level Measurement Procedure for Earthmoving Machinery 3.9 - Data Reports DELETE the first sentence as follows: 7 A. Submit r " Include complete electronic data and plots on 8.5 x 11 paper showing peak particle velocity for each 5-minute interval. Appendix 4 - Section -02100 - Settlement Monitoring Program 2.1 - General REVISE item C as follows: C. The horizontal reference datum shall be NAD83J91. The vertical reference datum shall be NAVD88. Both the horizontal and vertical datums will be referenced to two or more City of Kent or City of Tukwila control points. 3.5 - Data Collection REVISE item A. 4 as follows: 4. After construction beings with 100 feet of the DMP, the reading frequency shall be as follows: a. Twice daily (midway through the shift and end of shift) for points within 50 feet of sheet pile installation and once daily for points within 50 feet of ramp construction or levee fill placement and compaction. b. Daily for points greater than 50 feet but less than 100 feet of sheet pile installation, ramp construction, or levee fill placement and compaction. C. Monthly for points more than 100 feet from sheet pile installation, ramp construction, or levee fill placement and compaction. ADD the following to item D: 10. Other data including weather, temperature, and construction activities. 11. Documentation of any instruments replaced or repaired. 3.5 - Data Processing, Plotting and Reporting RENUMBER this section to 3.6. Appendix 4 - Section 02150 - Sheet Pile Installation Test Program 3.1 - Test Program Requirements REVISE items 7.a and b as follows: 7. Settlement monitoring points shall be installed to monitor ground settlement near the sheet pile test line and shall meet the following requirements: a. A line of settlement monitoring points shall be installed perpendicular to the midpoint of the line of test sheet piles. Settlement monitoring points should shall be installed at about 5 foot spacing along a line and sheuld shall extend at least 30 feet from the sheet piles. 8 i i b. Rebar or wooden stakes used for settlement monitoring slauld shall be driven into undisturbed soil to a depth of at least 24 inches. REVISE item B.1. as follows: 1. A line of seismographs shall be installed perpendicular to the sheet piles, along the same line as the settlement monitoring points. The line of seismographs sheuld shall contain at least 3 seismographs spaced on about 10 foot centers from the sheet piles. 3.2 — Sheet Pile Installation and Monitoring REVISE item C. as follows: C. Vibrations shall be monitored continuously during sheet pile driving including hammer startup and shutdown. At a minimum, the Contractor shall review the vibration data after 25%, 50%, and 75% of the test line wall area (includes partially and fully installed sheet piles) has been installed and shall adjust the sheet pile installation procedures and equipment as required to minimize ground vibrations and not exceed the limits specified for buildings. Appendix 4 — Section 02410 — Permanent Ground (Tieback) Anchors 1.4 — Anchor Design I REVISE item E. as follows: E. Anchor tendons - the anchor tendons are shall be designed for a working stress not greater than 53% of the specified ultimate tensile strength to permit testing to 1.5 times design load without exceeding 80% of the specified ultimate tensile strength. REVISE item G. as follows: G. After lock-off, the anchor head connection and wale wM shall be encased in concrete, as shown schematically on the drawings. I 1.5 — Subsurface Conditions REVISE the second sentence of item A. as follows: Subsurface information can also be found in the geotechnical data report by GEI Consultants, Inc. dated April 2012 and the Reach 1 supplemental geotechnical data report by GEI Consultants, Inc. dated October 2014, which the OWNER shall will make available to the CONTRACTOR. The Geotechnical Report and Supplement Report are on the City procurement website and can be obtained after completing the vendor information. 1.8 — Submittals REVISE item A. as follows: A. Qualifications: submit documentation of tieback anchor experience for contractor prequalification in accordance with this section. 9 A- 5- Appendix 5 - Permits ADD attached pages 1 through 4 to item 1 - Hydraulic Project Approval (HPA) REVISE item 4. as follows: 4. Stormwater Pollution Prevention Plan (WSPPPSWPPP) (D.O.E.) IV - PLANS Sheet 3 - Construction Note REVISE note 16 to read: "Construct monolithic curb per detail 1. Sheet 16, 1200." Sheet S1 - Sheet Pile Wall Detail `A' REVISE last sentence of note to read: "See detail 1 on sheet 16 for typical parking lot curb." REVISE note as follows: "Paint all exposed sheet pile surfaces to bottom of mow strip or bottom of parking lot curb. See KSP 6-07.3(gB)." END OF ADDENDUM No. 2 Chad Bieren, P.E. Date City Engineer Attachments: Proposal pages 9 and 12 (2 pages) Hydraulic Project Approval (HPA) (4 pages) Skyline Steel Sheet Pile Detail (1 page) Skyline Steel Material Tally Table 1 (1 page) Southcenter South Industrial Park Sanitary Sewer Plan (1 page) I I i I 10 i REACH 1 SCHEDULE I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NOQUANTITY PRICE AMOUNT 1325 8-15.5 25 Quarry Spalls, Including $ $ KSP TONS Removal Per TON 1326 8-15.5 150 Rock for Erosion and Scour $ $ KSP TONS Protection, Class A Per TON 1327 2-12.5 200 Construction Geosynthetic for $ $ KSP SQ YDS Permanent Erosion Control Per SY I 1355 1-04.4(1) 1 Minor Changes $10,000.00* $10,00o.00. WSDOT CALC Per CALC *Common price to all bidders 1360 7-175 1 Sewer Force Main Repair $60,000.00* $60,000.00 KSP& FORCE Per FA 1-09.6 WSDOT ACCOUNT *Common price to all bidders i I 1390 7-09.5 1 Watermain Repair $40,000.00* $40,000.00 KSP& FORCE Per FA 1-09.6 WSDOT ACCOUNT *Common price to all bidders Sub Total $ 9.5% WA State Sales Tax $ Schedule I Total $ Briscoe-Desimone Levee Reach 1/Casteel 9 December 3, 2014 '... Project Number: 09-3011.5 ADDENDUM 2 REACH 1 SCHEDULE VI - STRUCTURAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 6000 6-20.5 2,203 install Sheet Piling - Wall $ $ KSP SQ FT Type (AZ26-700), 30' Length Per SF 6001 6-20.5 10,098 Install Sheet Piling - Wall $ $ KSP SQ FT Type (AZ26-700), 40' Length Per SF 6002 6-20.5 6,197 Install Sheet Piling - Wall $ $ KSP SQ FT Type (AZ26-700), 45' Length Per SF 6003 6-20.5 23,180 Install Sheet Piling - Wall $ $ KSP SQ FT Type (AZ26-700), 50' Length Per SF 6004 6-20.5 3,534 Install Sheet Piling - Wall $ $ KSP SQ FT Type (AZ26-700), 55' Length Per SF 6005 6-20.5 3 Install Corner Pile - 155' 59' $ $ KSP EACH Length Per EA 6006 6-20.5 1 Purchase and Installation Sheet $10,000.00* $10,000,00 KSP FORCE Piling - Wall Type (AZ26-700) Per FA ACCOUNT *Common price to all bidders 6008 6-20.5 45;080 Sheet Pile Paint $ $ KSP 6,500 Per SF SQ FT 6010 8-33.5 1,000 Concrete Cap Beam $ $ KSP LN FT Per LF 6015 8-34.5 1,000 Concrete Barrier $ $ KSP LN FT Per LF Briscoe-Desimone Levee Reach 1/Casteel 12 December 3, 2014 '.... Project Number: 09-3011.5 ADDENDUM 2 i I i AZ26-700 i ................. 9:00" O 02.50" (Typ.) ; I I Pile Length I I I I i 0—t O 6.00" Note: Install sheet pile with this end of Note:See Table 1 for pile schedule and notes, pile up. REV# Date Description Job#: City of Kent o to/3/14 ReleasedforApproval 09-3011 Q Briscoe-Desimone Levee Reach 1 Date: �' 10J3/14 a r`iUCGR aompaay Sheet#: SWOODHOLLOWAa PARSIPPANY,NEW JERSEY 02054 DrawnB : E.Bell Page 1of1 TEL(923)425e100FAX:(91314294399 This Drawing detail Is subject to customer review,&acceptance.Skyline Steel LLC&Nucor are not responsible for this submittal.The detail&the Information It contains Is the property of Skyline Steel and Is not to be traced or copied,nor Is the Information contained to be misused in any way. 'q q D 5 91 MML a�'� 45 "". _.--._ j , \. . -uw—srw—+ c �,;,r.� � ` S^��tAj+ $¢e'•�]" 'a,;i / � ,. ?' s•;.• Y two. .,. ��� /..''"`r✓�BJ�tj r ,X�'Ri}utb s // �/.•r� �"•'�� � sp ; f � '��'��u@� 4�•y` f t7i, ; fi:,� i H� �`r+£�L�'�:' q.,��. iti _ � r '�r•i �u:,� � `N 'fit Nix ON TN k �. Mg ;fir DDD 1 h � 11 .��(•� ) .tttt. MD iS j 1 i f ' [ isx•ps � t� :pl•JP � t j) ✓• .Cr Y�n2�Y15 rt,f Yi 1 I . x� a p'� ' .\ •1 i � f 1 j Washington I IYDRAULIC PROD ECT APPROVAL North Puget Sound 1 Departmento( 16018 Mill Creek Boulevard FISH and RCW 77.66.021-See appeal process at end of HPA Mill Creek,WA 96012-1296 WILDLIFE (425)775-1311 Issue Date:November 04,2013 Control Number: 130348-1 Project Expiration Date:November 03,2018 FPAlPublic Notice#: NIA PERMITTEE AUTHORIZED AGENT OR CONTRACTOR City of Kent Public Works Department ATTENTION:Ken Langholz 220 4th Ave S Kent,WA 98032 253.856-5516 '... Fax:253-856-6500 Project Name: Briscoe-Desimone Levee Improvement i Project Description: Construct 4,450 linear feet of sheet pile flood wall on four reaches along the eastern side of the Green River, between S.200th St and S. 180th St. i i PROVISIONS 1. The project may begin immediately and shall be completed by November 3, 2018, provided grading of the riverbank shall occur only between June 1 and September 30. 2. Work shall be accomplished per plans and'specifications approved by the Washington Department of Fish and Wildlife(WDFW)entitled, "BRISCOE-DESIMONE LEVEE IMPROVEMENTS REACH 1 RIVER MILE 14.47-14,64", and labelled"PRELIMINARY 10-17-13"; "BRISCOE-DESIMONE LEVEE IMPROVEMENTS REACH 2 RIVER MILE 15.44-15.57 REACH 3 RIVER MILE 15,98-16.36", and labelled "PRELIMINARY 10-18-13", "BRISCOE-DESIMONE LEVEE IMPROVEMENTS REACH 4 RIVER MILE 16,91-16.99", and labelled "PRELIMINARY 8-30 -13", 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 richacbr@dfw.wa.gov)shall receive e-mail notification from the person to whom this HPA is issued (permittee) no less than 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. 4. Grading shall be accomplished in a manner that avoids waterward release of material. 5. The floodwalls shall be constructed in a manner that does not impede deliver of groundwater i I inputs to the Green River. 6. Disturbance of the riverbanks and riparian vegetation associated with the river shall be limited to that necessary to perform the project. Resloping and revegetation of the riverbank is required to mitigate for the impacts of the project on river hydraulics and existing riparian vegetation. Prior to December 31 of the year of project grading,the mitigation plantings shall be installed as detailed in the approved plans (Provision 2), These plantings shall be maintained as necessary for a minimum of three years to ensure 80 percent or greater initial survival of each species or a contingency Page 1 of 5 I Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.65,021-See appeal process at end of HPA MITI Creek,WA 98012-1296 i WILDLIFE (425)776-1311 Issue Date:November 04,2013 Control Number: 130348-1 Project Expiration Date:November 03,2018 FPA/Public Notice#: N/A species approved by the AHB and shall not be trimmed or removed without prior written approval of the AHB or his successor for the life of the levee. View corridors shall not exceed 10 percent of the linear length of the planted levee length. 7. Equipment used for this project shall be free of external petroleum-based products while working around the river and wetlands associated with the river. Accumulation of soils or debris shall be removed from the drive mechanisms (wheels,tires, tracks, etc.) and undercarriage of equipment prior to its working within the floodplain of the river. Equipment shall be checked daily for leaks and any necessary repairs shall be completed prior to commencing work activities along the river and wetlands associated with the river. 8. 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. 9. Erosion control methods shall be used to prevent silt-laden water from entering the river and wetlands associated with the river. 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. 10. Prior to starting work,the selected erosion control methods (Provision 9) shall be installed. I Accumulated sediments shall be removed during the project and prior to removing the erosion control methods after completion of work. 11. 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. I 12. 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 river or wetlands associated with the river. PROJECT LOCATIONS Location#1 Reach 1 RM 14.47 to 14.64 WORK START: November 04, 2013 WORK END: November 03, 2018 WRIA: Waterbody: Tributary to: 09.0001 Duwamish River/Green River Elliott Bay 114 SEC: sectiom Townshlp: Ra.nge: :Latitude: Longitude: County; NW 1/4 36 23 N 04 E N 47.43924 W 122.24554 Kin Location#1 Ddving Direclions The project area,located between S.200th Street and S.1Both Street,can be accessed from a city parking lot located at S.190th Street and 62nd Ave.S.,near the middle of the project area.The lot can also be accessed by turning north onto 62nd Ave.S.from S. 196th Street.A ramp from this lot leads to the top of the levee at Reach 3, near RM 16.17. From West Valley Highway in Kent,turn west onto 190th Street and follow to the end of the road Page 2 of 6 .%." Washington HYDRAULIC PROJECT APPROVAL North Puget Sound •Department of 16018 Mill Creek Boulevard FISH and RCW 77.65.021-See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date:November 04,2013 Control Number: 130348-1 Project Expiration Date:November 03,2018 FPA/Public Notice#: N/A where the city lot is located.See attached location map. Location#2 Reach 2- RM 15.44 to 15.57 WORK START: November 04, 2013 WORK END: November 03, 2018 WRIA: Waterbod : Tributary to; 09.0001 Duwamish River/Green River Elliott Bay 114 SEC: Section: Township: Range: Lattude: Longitude: County: S 1/2 35 23 N 04 E N 47,439129 W 122.248837 King Location#2 Driving Directions The project area,located between S.200th Street and S. 180th Street,can be accessed from a city.parking lot located at S.190th Street and 62nd Ave,S,,near the middle of the project area.The lot can also be accessed by turning north onto 62nd Ave.S.from S.196th Street.A ramp from this lot leads to the top of the levee at Reach 3, near RM 16.17. From West Valley Highway in Kent,turn west onto 190th Street and follow to the end of the road where the citylot is located.See attached location map. Location#3 Reach 3-RM 16.98 to 16:36 WORK START: November 04, 2013 WORK END: November 03, 2018 WRIA: Waterbody: Tributary to: 09.0001 Duwamish River/Green River Elliott Bay 114 SEC: Section; Township: Range: Latitude: 'Longitude: :County: NE 1/4 02 22 N 04 E N 47.432561 W 122.260611 King Location#3 Driving Diredtions The project area,located between S•200th Street and S. 180th Street,can be accessed from a city parking lot located at S. 190th Street and 62nd Ave.S.,near the middle of the project area.The tot can also be accessed by turning north onto 62nd Ave.S.from S.196th Street.A ramp from this lot leads to the top of the levee at Reach 3, near RM 16.17. From West Valley Highway in Kent,turn west onto Mtn Street and follow to the end of the road where the city lot is located.See attached location map. Location#4 Reach 4- RM 16,91 to 16.99 WORK START: November 04, 2013 WORK END: November 03, 2018 E waterbod : Tributary to:Duwamish River/Green River Elliott Bay Section: Township: Range; Latltude: Longitude: County: NW 1/4 02 22 N 04 E N 47.423635 W 122.265273 King Location#4 Driving Directions The project area,located between S.200th Street and S.180th Street,can be accessed from a city parking lot located at S.190th Street and 62nd Ave.S.,near the middle of the project area.The lot can also be accessed by turning north onto 62nd Ave.S.from S.196th Street.A ramp from this lot leads to the top of the levee at Reach 3, near RM 16.17. From West Valley Highway in Kent,turn west onto 190th Street and follow to the end of the road where the city lot is located.See attached location map. I Page 3 of 5 { Washington HYDRAULIC PROJECT APPROVAL North Puget Sound _ Department of 16016 Mill Creek Boulevard FISH and RCW 77.65.021-See appeal process at end of HPA Mill Creek,WA 98012.1296 WILDLIFE (425)775-1311 Issue Date: November 04,2013 Control Number: 130348-1 Project Expiration Date:November 03,2018 FPA/Public Notice#: NIA I APPLY TO ALL HYDRAULIC PROJECT APPROVALS This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code, specifically Chapter 77.55 ROW(formerly ROW 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. 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. i 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 ROW 77,65.021 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. I 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 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 modfcation.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 mall to:Washington Department of Fish and Wildlife,PO Box 43234,Olympia, 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 mall 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@dfiv.wa.gov.You should allow up to 45 days for the department to process your request. Page 4 of 6 TABINDEX Tab 1 Bidder's Package Tab 2 Payment and Performance Bond and Contract Tab 3 Table of Contents Tab 4 Kent Special Provisions Tab 5 Kent Standard Plans Tab 6 WSDDT Standard Plans Tab 7 Miscellaneous Details Tab 8 Construction Noise, Vibration, and Settlement Monitoring and Control Tab 9 Permits Tab 10 Geotechnical Memo and Borings Tab 11 Prevailing Wage Rates BIDDER'S NAME- CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Briscoe-Desaimone Levee Improvements Reach 1 RM 14.47 to 14. 64 Project Number: 09-3011 . 5 BIDS ACCEPTED UNTIL December 2, 2014 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY MALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KING (-'OUNTY KENT DTSTf�- ICT WAS H 1 NGTON '.. i Seal of n i ility This engineering document was prepared by me or Vs. NG under my direct supervision and I am a duly licensed Professional Engineer under the laws of the State of „a Washington. (signatur'e`) (date) Printed or typed name: Mark Howlett License number: 32158 My license renewal date is: May 16, 2016 Pages or sheets covered by this seal: All Sections E?e t as noted below. i This engineering document was prepared by me or under my direct personal supervision and I am a duly licens Professional Engineer under the laws of the �p"NIC Slat f Wa ington. 4Y:VJAS �I y 'signature) (dat ) ,r /Inted or typed name: 3ames F. Nickerson 47996 License number: 47996 My license renewal date I SIONpL 10, Pages or sheet covered by thisry 12, 2016 seal: Specification Sections: 4-05, 6-06, 6-20,S-2ta Construction Monitoring Program, Construction Noise and Vibration Control, Settlement Monitoring, Sheet Pile Installation and Test Program, and Permanent Ground Anchor Sections: 01850, 01860, 02100, 02150, 02410 CERTIFICATION Ihereby ce tBlath a contract documents Sections: sa% @ef 8-33, @!¢ E35 were prepared 9 me or under m direct supervision, ;a that am duly registered Professional Engineer under tB laws 7t5 State of Washington. % \\* � ° sy . / d , � \ y 2` a y &� � . i i ORDER OF CONTENT Invitation to Bid Contractor Compliance Statement Declaration — City of Kent Equal Employment Opportunity Policy Administrative Policy 1 .2 — Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage I Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Miscellaneous Details Construction Noise, Vibration, and Settlement Monitoring and Control Permits Geotechnical Memo and Borings Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through December 2, 2014 up to 11:00 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately following 11:00 a.m. for the City of Kent project named as follows: Briscoe-Desimone Levee Improvements Reach 1 RM 14.47 to 14.64 Project Number: 09-3011.5 The project consists of the construction of a setback levee floodwall landward of Desimone Levee adjacent to the Green River between S. 182"d St./West Valley Highway to 1,000'f west in Tukwila, Washington. The floodwall will consist of driven sheet piles and reinforced concrete and will be approximately 1,000 feet long. This project will also include approximately 3,000 cubic yards of fill and 200 tons of asphalt pavement for parking lot reconstruction. The Engineer's estimated range for this project is approximately $2.9 million. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at (253) 856-5508. For technical questions, please call Kelly Casteel at (253) 856-5561. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50.00 for each set. Plans and specifications can also be downloaded at no charge at www.kentwa.gov/procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid is required. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 13th clay of November, 2014, y f " Ronald fJMoore,City Clerk Published in Kent Reporter on November 21, 2014 Daily Journal of Commerce on November 18 and 25 2015 I I CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date This statement relates to a proposed contract with the City of Kent named Briscoe-Desimone Levee Improvements Reach 1 RM 14.47 to 14.64 Project Number: 09-3011.5 I am the undersigned bidder or prospective contractor. I represent that - 1. I have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. i NAME OF BIDDER I SIGNATURE/TITLE _l9D�f S�' G ' Place (, X Wa ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Briscoe-Desimone Levee Reach 1JCasteei 1 November 14, 2014 � Project Number: 09-3011.5 ECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract 1, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. �1 B T� "i f `ti C_ f For: �r?an L, Z+zr— Title: Vice PreSedeu �- Date: /z,&Z 0! f Briscoe-Deslmone Levee Reach IJCasteel 2 November 14, 2014 Project Number: 09-3011.5 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. i Briscoe-Desimone Levee Reach 1jCasteel 3 November 14, 2014 Project Number: 09-3011.5 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before mentioned company was the prime contract for the contract known as Briscoe- Desimone Levee Improvements Reach 1 RM 14.47 to 14.64/Project Number: 09-3011.5 that was entered into on the (Date) between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: Fo r: Title: Date: Briscoe-gesimone Levee Reach 1/Casteel 4 November,l4, 2014 Project NU;mber: 09-30115 - PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that s Tt"C. has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named Briscoe-Desimone Levee Improvements Reach 1 RM 14.47 to 14.64/Project Number. 09-3011.5 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS; 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions appear in more than one schedule of the proposal, the bidder must bid the same unit price. The City shall use the lowest unit price submitted by the bidder for the items in question in each schedule where identical bid item description appears, Bid items with identically worded descriptions which appear in more than one schedule are denoted with an asterisk (*}. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. Briscoe-Desimone Levee Reach 1JCasteel 5 1lovember 14, 2014 Project Number: 09-3011.5 REACH 1 SCHEDULE I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT i 1000 1-09.7 1 Mobilization $165i00"60 $ )b 5, act ors WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing WSDOT LUMP SUM Per LS 1010 2-02.5 1,600 Remove Existing Asphalt $ Z 0o KSP SQ YDS Concrete Pavement Per SY 1015 2-02.5 20 Remove Cement Concrete $ )j ,00 $ 3oo- oo KSP SQ YDS Sidewalk Per SY 1020 2-02.5 1 Remove Existing Bollard $ 000- 00 $ 7-00- 4 KSP EACH Per EA 1021 2-02.5 1 Remove Cement Concrete 00 $ ,O 52_ c KSP LUMP SUM Stairway Per LS 1030 2-02.5 600 Remove Cement Concrete $ $ 6 00. v0 KSP LN FT Extruded Curb Per LF 1040 8-09.5 1 Removal of Painted and/or .oa $ 7.cce:,-ct KSP LUMP SUM Thermoplastic Traffic Per LS Markings 1045 8-21.5 1 Remove and Relocate Existing $Z-00, 670 $ Z0,12 OC2 KSP LUMP SUM Signs Per LS 1050 2-02.5 750 Saw Cut Existing Asphalt $ Z 100 $ �r 5-00• 00 KSP LN FT Concrete Pavement Per LF Briscoe-Desimone Levee Reach 1/Casteel 6 November 14, 2014 Project Number: 09-3011.5 REACH 1 SCHEDULE I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1055 2-02.5 25 Saw Cut Existing Cement $5;7 e2r) $ /Z5- c KSP LN FT Concrete Pavement Per LF 1065 2-03.5 85 Unsuitable Foundation $ 17, QC) $ WSDOT CU YDS Excavation Including Haul Per CY 1075 4-03.5 1,300 Gravel Borrow, Including Haul $ $ �� KSP TONS and Compaction Per TON 1076 4-05.5 5,000 Imported Levee Embankment $ Z(-ao $ 13c) Opp eo KSP TONS Fill, Including Haul and Per TON Compaction 1080 4-04.5 1,600 Crushed Surfacing Top $ Z3,00 $ �6 KSP TONS Course, 5/8Inch Minus Per TON ($6.00 Min) 1085 4-04.5 25 Crushed Surfacing Base $ 3 5.ae,, $ oo KSP TONS Course, 1-1/4 Inch Minus Per TON ($6.00 Min) 1095 5-04.5 250 HMA Class 1/2", PG 64-22 $ `0 - eo KSP TONS Per TON 1125 5-04.5 25 Cold Plant Mix for Temporary $ 1, 00 KSP TONS Pavement Patch Per TON 1145 8-14.5 125 Cement Concrete Sidewalk $ /,Od KSP SQ YDS Per SY 1150 8-14.5 1 Cement Concrete Sidewalk $000, 0o $ (1 3"0,00 KSP EACH Ramp Type 1 Per EA Briscoe-Desimone Levee Reach 1/Casteel 7 November 14, 2014 Project Number: 09-3011.5 i REACH 1 SCHEDULE I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1200 8-04.5 450 Install Monolith Concrete Curb $ q6, e6;' $ 20/ 7el-9 KSP LN FT Per LF 1210 8-04.5 75 Cement Concrete Extruded $ 3t0, 0° $ j KSP LN FT Curb Per LF 1216 8-04.5 560 Cement Concrete Mow Strip $ zlJ r�r, $ 1 3i yLfcJ, caa KSP LN FT Per LF 1265 8-12.5 25 Remove and Restore Fence $`15,00 $ '� /Z S p KSP LN FT Per LF 1270 8-12.5 50 Temporary Security Fencing $ 41, ora $ ?6W- pti KSP LN FT Per LF 1275 8-12.5 1 Remove and Rebuild 6' High $zi Me $ Z� 3P'ra-eo KSP LUMP SUM Trash Enclosure Fence Per LS i 1295 6-06.5 1,000 Handrail $ q7 Oc-, $ 7�rar�a.00 KSP LN FT Per LF 1315 8-28.5 3 Pothole Utilities $ $ (t se--9 0O KSP EACH Per EA 1320 8-30.5 1 Project Sign Installation $ Ilage -e- $ )'"e. �p KSP EACH Per EA 1321 8-20.5 1 Electrical Lighting $ 3,ocv, 40 $ KSP LUMP SUM Modifications Per LS Briscoe-Deslmone Levee Reach SJCasteel 8 November 14, 2014 Project Number: 09-3011.5 ` t REACH 1 SCHEDULE I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT 1325 8-15.5 25 Quarry Spalls, Including $ 55-, 00 $ �f i75 rao KSP TONS Removal Per TON 1326 8-15.5 150 Rock for Erosion and Scour $ 5�.'00 $ 7j �C)U. vcs KSP TONS Protection, Class A Per TON a 1327 2-12.5 200 Construction Gcosynthetic for $3,av $ (p I. 00 KSP SQ YDS Permanent Erosion Control Per SY 1355 1-04.4(1) 1 Minor Changes $10,000.00* $10,000.0o, WSDOT CALC Per CALC *Common price to all bidders i 1360 KSP& 1 Sewer Force Main Repair $60,000.00* $60f000.00 1-09.6 FORCE Per FA WSDOT ACCOUNT *Common price to aii bidders 1390 7-09.5 KSP& I Watermain Repair $40,000.00* $401000.00 1-09.6 FORCE Per FA WSDOT ACCOUNT *Common price to aH bidders Sub Total $ 7y�, � c 9.5% WA State Sales Tax $, 66" q5;1 33 Schedule I Total $ 7 70) q2(. Z7 Briscoe-Desimone Levee Reach 1/Casteei 9 December 3, 2014 Project Number: 09-3011.5 ADDENDUM 2 ,I REACH 1 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4010 7-04.5 15 PVC Storm Sewer Pipe, 8 Inch $ 3 6,rj KSP LN FT Diameter Per LF 4135 2-02.5 5 Remove Existing Storm Sewer $ 5`C, $ . 00 KSP LN FT Pipe and Quarry Spalls Per LF 4155 7-08.5 5 Foundation Material, Class I $ q-5-e2o $ er`7� caC KSP TONS and II Per TON 4165 8-15.5 10 Quarry Spalls $ -6"50 WSDOT TONS Per TON 4170 7-08.5 10 Pipe Zone Bedding $ 17- o6i $ KSP TONS Per TON Sub Total $ 54 CJ �7� 06 9.5% WA State Sales Tax $ 23 Schedule IV Total $ sir 5 .23 I Briscoe-Deslmone Levee Reach I/Casteel 10 November 14, 2014 Project Number: 09-3011.5 REACH 1 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 1,200 Traffic Control Labor $ $ �1 aoo,00 KSP HOURS Per HR 5010 1-10.5(2) 250 Construction Signs Class A $ 3e 60 $ 7, j W-op WSDOT SQ FT Per SF 5015 1-10.5 300 Traffic Control Supervisor $ (, 00 $ 3622. o© KSP HOURS Per HP 5020 1-10.5 1 Temporary Traffic Control $3ideiq. oo $ �?,6z22. 06> KSP LUMP SUM Devices Per LS 5030 1-10.5 100 Portable Changeable Message $ 1. ©© KSP DAYS Sign (PCMS) Per DAY 5035 1-10.5 100 Sequential Arrow Sign (SAS) $ -G $ 10L2. 00 KSP DAYS Per DAY I 5100 8-22.5 500 White Parking Space Paint $3,i G $ J, 7�Ta pp KSP LN FT Stripe Per LF Sub Total $ �7� C( 1-0,00 9.5% WA State Sales Tax $ z i 2 Schedule V Total $ ) 27�. 2- Briscoe-Desimone Levee Reach I/Casteel 11 November 14, 2014 Project Number: 09-3011.5 REACH 1 SCHEDULE VI - STRUCTURAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 6000 6-20.5 2,203 Install Sheet Piling - Wall $ (9'00 $ 131 Z l5 . 670 KSP SQ FT Type (AZ26-700), 30' Length Per SF 6001 6-20.5 10,098 Install Sheet Piling - Wall $ $ KSP SQ FT Type (AZ26-700), 40' Length Per SF 6002 6-20.5 6,197 install Sheet Piling - Wall $ �/.50 $ 07, Sb KSP SQ Fi' Type (AZ26-700), 45' Length Per SF i i 6003 6-20.5 23,180 Install Sheet Piling - Wall $Z/, 5-0 $ 10411 $lo 00 KSP SQ Fr Type (AZ26-700), 50' Length Per SF 6004 6-20.5 3,534 Install Sheet Piling - Wall $`- od $ J7 4, 70 KSP SQ FT Type (AZ26-700), 55' Length Per SF 6005 6-20.5 3 Install Corner Pile - 5-5'- 59' $ llav oo $ KSP EACH Length Per EA I 6006 6-20.5 1 Purchase and Installation Sheet $10,000.00* $10,000,00 KSP FORCE Piling - Wall Type (AZ26-700) Per FA ACCOUNT *Common price to all bidders 6008 6-20.5 45;809 Sheet Pile Paint $ ©c $ K,r, KSP 6,500 Per SF �7Lr000, 00 SQ FT 6010 8-33.5 1,000 Concrete Cap Beam $ Z3Qi°0 $ Z3U�oGk KSP LN FT Per LF 6015 8-34.5 1,000 Concrete Barrier $ I`6;ob $ KSP LN FT Per LF Briscoe-Desimone Levee Reach SJCasteel 12 December 3, 2014 Project Number: 09-3011.5 ADDENDUM 2 REACH 1 SCHEDULE VI - STRUCTURAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6016 8--35.5 1 Concrete Retaining Wall $572"o°o.� $ KSP LUMP SUM Per LS 6020 8-26.5 1 Floodgate $ $ �, 6)0, �v KSP LUMP SUM Per LS 6040 6-17.5 21 Permanent Ground Anchor $ yjtoe) ed $ /0a, $0,R KSP EACH (SR 181 West Valley Per EA Highway) 6050 6-20.5 1 Sheet Piling - Removing $5,000.00* $5,000.00 KSP FORCE Obstructions or Construction Per FA ACCOUNT Modifications *Common price to all bidders 6055 6-20.5 1 Sheet Piling - Unexpected $15,000.00* $15,000.00 KSP FORCE Existing Utilities Per FA ACCOUNT *Common price to all bidders 6060 6-20.5 1 Monitoring and Testing $/00/00°•°0 $ 1049410• cw KSP LUMP SUM Per LS f Sub Total $ �J99, z sC? 9.5% WA State Sales Tax $ Schedule VI Total $ y�6�7, C39Jq. `1 Briscoe-Desimone Levee Reach 1/Casteel 13 November 14, 2014 Project Number: 09-3011.5 i REACH 1 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7000 8-01.5 2,400 Seeding, Fertilizing, and $ (2. �;0 $ // Zpc:>- c;o KSP SQ FT Mulching Per SF 7005 8-01.5 500 Filter Fabric Fence $ 3,50 $ KSP LN FT Per LF 7010 8-01.5 2,100 Wattle $ 3. S0 $ 71 35 , c40 WSDOT LN FT Per LF 7015 8-01.S 6 Inlet Protection $ Sj vo $ 330- o61 KSP EACH Per EA 7020 8-01.5 500 Straw Mulch $ Z - 5-0,C>v $ �,ZS�.00 KSP SQ YDS Per SY 7025 8-01.5 500 Clear Plastic Covering $ 0. 75- $ 37j-oo KSP SQ YDS Per SY 7030 8-01.5 200 ESC Lead $ $ 600.C7t1 KSP HOURS Per HR 7050 8-01.5 1,400 Erosion Control Blanket $ o0 KSP SQ YDS Per SY 7055 8-01.5 1 Erosion/Water Pollution $10,000 * $10,000 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders 7075 8-01.5 200 Street Cleaning $ No,00 $ 711 4'�V' WSDOT HOURS Per HR Briscoe-Desimone Levee Reach SJCasteel 14 November 14, 2014 - Project Number: 09-3011.5 REACH 1 SCHEDULE VIZ - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. 2UANTITY PRICE AMOUNT Sub Total $ �7, 5SS OO 9.5% WA State Sales Tax $ 5-14P7,7; Schedule VII Total $ j�f?�z, 7i i li i Briscoe-Desimone Levee Reach 1JCastecf 15 November 14, 2014 Project Number: 09-3011.5 REACH 1 SCHEDULE VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8005 8-02.5 75 Topsoil Type A $ Y?,(,w $ cr3 KSP CU YDS Per CY 8010 8-02.5 100 Sod Installation $ WSDOT SQ YDS Per SY 8015 8-02.5 50 Bark or Wood Chip Mulch $ 1-16,6w KSP CU YDS Per CY 8020 8-03.5 1 ExistingIrrigation System $5,000.00* 5 000,00 9 Y $ , KSP FORCE Removal and Modifications Per FA ACCOUNT *Common price to all bidders Sub Total $ t- Z-�j- OCl 9.5% WA State Sales Tax Schedule VIII Total $ 1 L+ — �, � f Briscoe-Desimone Levee Reach I/Casteel 16 November 14, 2014 Project Number: 09-3011.5 BID SUMMARY Schedule I Schedule IV T `" al-. z 3 Schedule V 7 S, Schedule VI !ZZ- Schedule VII t OZL 73 Schedule VIII t3 6 Sg TOTAL BID AMOUNT 1 `� ��r `l bf, 3z I I i i Briscoe-Desimone Levee Reach 1JCasieel 17 November 14, 2014 Project Number: 09-3011.5 CITY OF KENT SUBCONTRACTOR MST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence, If no subcontractors will be performing 1001b or more of the work, indicate this by writing"None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your, bid. Project Name: Briscoe-Desimone Levee Improvements Reach 1 RM 14.47 to 14.64 Project Number: 09-3011.5 Xf S Subcontractor Name (ratle�' ` Item Numbers Subcontractor Namer2rl�t,a 1Zc F.0 Item Numbers �000, Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers i Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE Briscoe-Desk-no ne Levee Reach 1(Casteel is November 14, 0014 Project Number: 09-3011.5 SUBCONTRACTOR LIST r— (Contracts over 1 million dollars) Name of Bidder: —r Project Name: Briscoe-Desimone Levee Improvements Reach 1 RM 14.47 to 14.64 Project Number: 09-3011.5 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore; void. Heating, Ventilation, and Air Conditioning Subcontractor Name: Ekf�6�rG s�tn H11,.AC 4Se rice , Znz—, Plumbing Subcontractor Name: 77;;a� ark_ PILlulbitia _GLG Electrical Subcontractor Name: Tra45C61�fa Sys{ y Luc. dtf r' r , S mature of Bidder Date Briscoe-Desimone Levee Reach 1?Casteel 19 November 14, 2014 Project Number: 09-3011.5 CONTRACTOR'S QUALIFICATI STATEMENT (RCW 39.04.3SO) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. Briscoe-Desimohe Levee Reach 1/Casteel 20 November 14, 2014 Project Number: 09-3011.5 i If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID, FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID, THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: [t(itt, uG NAME: £: p L f i•lJ ' Jc �,OF�<t"r fFtc ADDRESS: _ %kq 5r Gib Plae e WA �956 oy _ PRINCIPAL OFFICE: fC ADDRESS: /Vq 5e5 6,0 Pbee PHONE: 060) — FAX: 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 1.3 Provide proof f applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection.See AG1 6K4M0yMen I- Seco✓i f Y AO. 613 932 OLD `b 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding an any public works contract under RCW 39.06.010 or 39.12.065 (3). 5ee /# Briscoe-Desimone Levee Reach 1JCasteel 21 November 14, 2014 Project Number: 09-3011.5 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? -�31 'ears 2.2 How many years has your organization been in business under its present business name? years 2.2.1 Under what other or former names has your organization operated? 14p�Mi U c%rq�a�ur/ Thaw; Uv� yuu ZW c, 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: /y5 2.3.2 State of incorporation:was h it(y ton 2.3.3 President's name: tell �wPgw 2.3.4 Vice-president's name(s): Kevg'� 'T`ajt�i, Givne Tapah; 2.3.5 Secretary's name:KeU;a Tap�w 2.3.6 Treasurer's name:lze :k 7gocwi 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3A List jurisdictions and trade categories in which your organization is legally qualified/ to do business, and indicate license numbers, if applicable. 4tCeK5ec1 G>sv er�� Crw¢iaG�o- i (vu5� i y ,fcv CJrey�� 3.2 List jurisdictions in which your organization's partnership or trade name is filed. I wasl,;Iy<o� 4. EXPERIENCE vJaS TA'PA/UTk5930E OrvoocGB ; 63g3y 4.1 List the categories of work that your organization normally performs with its own forces. �j ili�ie5� arN� u ur�o S{ `�u,� i Cora��ete. 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed .to complete any work awarded to it? Briscoe-Desimone Levee Reach 1/Casteel 22 November 14, 2014 Project Number: 04-3011.5 Department of Labor and Industries TAPANI INC PO Box 44450 Olympia, WA 98504-4450 Reg: CC TAPANI*883OE UBL 600-642-677 � ��a � Registered as provided by Law as: Construction Contractor ` (CC01) = GENERAL TAPANI INC Effective Date: 9i5/2012 PO BOX 1900 C© Expiration Date:9/5/2016 BATTLEGROUND WA 986 � i i I t• i 1 2/812 01 4 TAPANI INC x� s4 d� wy1 yn 1 Department of Labor & Industries Certificate of Workers' Compensation Coverage . December 8, 2014 WA LEI No. 600 642 677 L&I Account ID 478,929-00 Legal Business Name TAPANI INC Doing Business As _ TAPANI UNDERGROUND INC Workers' Comp Premium Status: Account is current. Estimated Workers Reported Quarter 3 of Year 2014 "Greater than 100 '•, (See Description Below) Workers" Account Representative TO t CAROLYN CRAWFORD (360)902- :4715 - Email: CRAI235@lni.wa.gov Licensed Contractor? Yes License No. TAPANI*883OE License Expiration 09/05/2016 What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of subrogation (See RCW 51 ,12.050 and 51 .16.190). https://secure.Ini.wa.govA{erif,j(Detailstliabilitjrartiflcate.aspx?UBI=60C842677&LlC=TAPANI`883GE&SAW=&ACCT=47d92900 1t1 12/8/2014 Corporations:Registration Detail TAPANI INC. URI Number 600642677 Category :REG Profit/Nonprofit Proft Active/Inactive Active State Of Incorporation INA ._.. WA Filing Date 04/11/1986 Expiration Date !04/30/2015_ Inactive Date Duration Perpetual _.._ _.... _.. Registered Agent Information Agent Name MALCOLM E10HNSON Address 201 NE PARK DR STE 200 city 'VANCOUVER State WA 21P 98684 ''.,.. Special Address Information Address 'PO BOX 2732 'i city BATTLE GROUND State WA.. ..Zip , 98604 Goveminglo r rs Title Name Address Chairman,Director TAPANI,EDWARD 24216 NE HEISSON RD BATTLE GROUND,WA 98604 Director TAPANI,BEVERLY 24216 NE HEISSON RD BATTLE GROUND,WA 98604 President,Director :TAPANI,LEIGH 1904 SE 6TH PL BATTLE GROUND,WA 98604 Vice Presldent,Secretary,Treasurer Director TAPANI,KEVIN 1904 SE 6TH PIE BATTLE GROUND,WA 98604 Vice President TAPANI,SHANE 12414 NE 308TH ST� BATTLE GROUND,WA 98604 i L ! I hfp:I/WwW.§os.wa.gov/corps/search_detaii.aspx?ubi=6CO842677 �M z J-4 kn C'A z z 4A, jjL� UJ uj uj tj IA Q� TP, z z z XX -04 CZ z p". Z Z: ONO,, Z: ,PWAO] In IL! 4 an UM z z 6.4 i-W J-3 z z z Tapani, Inc., including any subsidiary companies or affiliated companies, are not and have not been in the past'three(3)years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). �l Jf GL,Y 3'n Signed Kevin Tapani—Vice President I i I i ANCHOR INSURANCE & SURETY, INC . 500 Century Tower• 1201 S.W. 12th Avenue• Portland, OR 97205-2030• (503)224-2500'FAX (503)224.9830 r r May 14, 2014 RE: Tapani, Inc., Battle Ground, Washington Surety Prequalification To Whom It May Concern: Tapani, Inc. is a family-owned business which has specialized in civil engineering work since their formation in 1983. The company has built an outstanding reputation for quality work at competitive pricing, utilizing a productive work force and a proactive management team. I Tapani enjoys an excellent relationship with their surety, Travelers Casualty and Surety Company of America. Travelers currently has a $40 million single job and $80 million aggregate bond line available for Tapani's needs. Tapani has worked with Travelers since 1999 and has consistently demonstrated a strong track record of performance. I Travelers is listed in the U.S. Treasury Department's List of Approved Surety and is rated A+ XV by AM Best. Should you need additional information, please feet free to call. Sincerely, I A O -NSUaAA fx SURETY, INC. or Phil Forker Vice President PF:gb i I CONSENT IN LIEU OF A SPECIAL MEETING OF TIM BOARD OF DIRECTORS OF TAPANI INC. The undersigned, being all the directors of Tapani Inc., hereby authorize the following action to be taken in lieu of a special meeting in accordance with the Bylaws of the Corporation,and hereby adopt the following resolutions. i RESIGNATION OF DON SASSF: RESOLVED: That the resignation of Don Sasse from his service as officer of the Corporation,bearing an even date herewith, is hereby accepted. ELECTIONS OP aF��ICERS: RESOLVED: That the following persons are hereby elected by the directors to serve as the officers of the Corporation, for the period provided l i. the Bylaws, or until their successor(s)shall have been duly elected and yualit;ed: President: Leigh Tapani Vice President/Chief Financial Officer: Kevin Tapani Vice President of Estimating Shane Tapani Vice President of Operations _ Secretary: Kevin Tapani Treasurer: Kevin Tapani RATIFICATION OF CORPORATE_ACTIONS: RESOLVED: That the board of directors hereby ratify all acts performed for and on behalf of the Corporation since the date of the last annual meeting of the Corporation, i t SOa Moadwy 9—)20 , CONSENT1'N LTEL7 OP h SPGCLli,MEETING-1 1 - ' w�,n�a,o„Qa �sw)asa.n,w ' IIAI.C-0��d&Si-tA93SC37,v. 1 ..�.am�.;Nn�fa.mm i i t FIRST AMENDMENT TO FIRST RESTATED BYLAWS OF TAPANI UNDERGROUND,INC. Sections 4.1 and 4.3 of the First Restated Bylaws of TAPANI UNDERGROUND, INC,dated August 29, 1996,are hereby deleted in their entirety,and replaced with the following: i 144.1 Officers Designated. The Officers of the Corporation shall be a president, vice-president/chief financial officer, vice-president of estimating, vice-president of operations, secretary and a treasurer,each of Whom shall be elected by the Board of Directors. In addition to the foregoing Officers, the Board of Directors may, from time to time,elect such other Officers as they may see fit, with such duties as the Board may deem proper. Any two or more Officers may be held by the same person. The Board of Directors may, in its discretion, elect a chair of the Board of Directors, if a chair has been elected, the chair shall, when present, preside at all meetings of the Board or Directors and the Shareholders and shall have such other powers as the Board may prescribe." "4.3 Powers and Duties. 4.3.1 President: I The President shall be the Chief Executive Officer of the Corporation, and subject to the direction and control of the Board of Directors shall have general charge and supervision over its property, business and financial affairs, operations, business planning, and overall direction of the Company. The President shall represent the Company,including contact with the j media, governmental agencies, funding resources and the general public. The President shalt, unless the chair of the Board of Directors has been elected mid is present, preside at meetings of the Shareholders and Board of Directors.- The President shall sign all stock certificates and written contracts of the Corporation, shall appoint and discharge all agents and employees (including recruiting, training, supervising, and evaluating department staff), subject to the right of the Bear(] of Directors to remove or discharge the same and shall perfom all such other dirties as are incident to the office or as may be required by the Board of Directors. 4.3.2 Vice-President/Chief Financial Officer: In the absence of the President or the inability of the President to act, the Vice- Presiden't/Chief Financial Officer shall act in the President's place and stead and shall have all the powers and authority of the President, except as limited by resolution of the board of Directors. The Vice President/Chief Financial Officer shall be primarily responsible for all financial and fiscal management aspects of Corn any operations and shall provide leadership and coordination in Company's administrative, business planning, accounting and budgeting efforts. The primary responsibilities of the Vice President/Chief Financial Officer are to: ,w oR�or AMENDMENT TO BYLAWS- 1 cm as tio,ae:m:,r i L c wi s�„�.,r�nd.t Sally pwumentsiCtionLs\T•ZUapami.Tapnoi Undemroued,7nc�DocumcnlsO54(Syinws Amend)doe va�.zw.•,.wa aiam,r exam DYM-9 ' 1(Ax ptn74Ga^stlsn ' t 1 a-MoiP ci'y ucnbiz'iow com • t n 1 4.3.2.1. Create, coordinate, and evaluate Corporation's financial programs and supporting information systems, including budgeting,tax planning, Teal estate, and asset review; 4.3.2.2 Coordinate and approve changes and improvements in Corporation's automated financial and management information systems; 43.2.3 Ensure compliance with local, state, and federal budgetary reporting requirements; 43.2.4 Oversee the approval and processing of revenue, expenditures, position control documents,department budgets,general ledger, and account maintenance and data entry; 4.3.2.5 Coordinate the preparation of financial statements, financial reports, special analyses,and infi)nnation reports, 4.3.2.6 Develop and implement finance, accounting,and billing procedures; 4.3.17 Interact with Company managers to provide consultative support to planning initiatives through financial and management information analyses, reports, and recommendations; 4.3.2.8 Ensure records systems are maintained in accordance with generally accepted auditing standards; 4.3.2.9 Develop and direct the implementation of strategic business and/or operational plans, projects,programs,and systems; 4.32.10 Analyze cash flow,cost controls, and expenses to guide business leaders. Analyze financial statements to pinpoint potential weak areas; 4.12.11 Assist President with recruiting, training, supervising, and evaluating department staff, and 43.2.11, Other duties as assigned by the Board of Directors 4.3-3 Vice President of Estimating. The Vice President of Estimating shall be responsible for all backlog,bidding, and securing contracts for all aspects of the Corporation and shall provide leadership and coordination in Corporation's estimating department. The primary responsibilities of the Vice President of Estimating are to: 4.3.3.1 Create, coordinate, and evaluate Corporation's estimating programs and supporting information systems; 4.3.3,2 Coordinate and approve charities and improvements in all Company ANTFNE)NIENIt-TOBY1,AWS-1 S:Oy DocumcnIs\CImm\! estimating systems; 4.3.3.3 Ensure compliance with local, state, and federal bidding requirements; 4.3.3.4 Assist Vice President/Chief Financial Officer with overseeing the approval and processing of backlog, expenditure, position control documents, and department budgets; 4.33.5 Coordinate the preparation of estimating reports, special analyses, and information reports; 4.3.3.6 Interact with Corporate managers to provide consultative support to planning initiatives through future opportunities and current position control documents, along with reports and recommendations; 43.3.7 Ensure bid documents and historical performance records are maintained in accordance with Corporation's needs; 4.3.3.8 Assist Vice President/Chief Financial Officer with developing and implementing strategic business and/or operating plans,projects,programs,and systems; 4.3.3.9 Assist in obtaining the necessary licenses, pre-qualifications, and insurance required to bid all projects; 433.10 Establish and implement short- and long-range departmental goals, objectives,policies,and operating procedures; and 4,33.11 Other duties as assigned by the Board of'Directors. 4.3.4 Vice President of Operations. The Vice President of Operations shall be responsible for all project management and variable overhead costs in regard to all aspects of Company operations and shall assist Vice President of Estimating with backlog and estimating. Provide leadership and coordination in the operations, securing contracts, contract negotiations, and Company gross profits. Also, provide current and timely reports to the President and senior management showing the performance and forecast of the operations. The primary responsibilities of the Vice President of Operations are to: 4.3.4.1 Create, coordinate, and evaluate all programs and supporting systems of the pmjcct management and estimating aspects of Corporation, f including budgeting, forecasting, necking and strategic planning; 43.4.2 Coordinate and approve changes and improvements in project management and assist Vice President of Estimating with changes and improvements to Corporation's estimating systems; Cynibia P L L C AMENDNIZINT TO BYLAWS-3 Miv� I SANN,DoeumentsiOians\T-7%raPIfli\ToP;Mi Underground,Inu\bocunreru;,[U4(Bylaws Amend)doc 93661 i 4.3.4.3 Assist Vice President/Chief Financial Officer with ensuring compliance with local, state,and federal budgetary reporting requirements; 4.3.4.4 Oversee the approval and processing of revenue, expenditures,position control documents, and department budgets; 4.3.4.5 Coordinate the preparation of special analyses, and information reports; 4.3.4.6 Develop and implement subcontract and efficiency procedures and assist Vice President/Chief Financial Officer with billing procedures; 4.3.4.7 Establish and maintain appropriate safety and risk assessments and control; 43.4.8 Work with other managers to provide consultative support to plaiming initiatives through financial and management information analyses, reports, and recommendations; 4.3.4,9 Assist Vice President/Cbief Financial Officer with developing and implementing strategic business and/or operational plans,projects,programs, and systems; 4.14.10 Assist in obtaining the necessary licenses and insurance required to start a business; 43A.11 Establish and implement short- and long-range departmental goals, objectives,policies, and operating procedures; 4.3.4,12 Serve on planning and policy-making committees; and 43AA Other duties as assigned by the Board of Directors, 43.5 Secretary. The Secretary shall: 4.15,1 Have the responsibility for the preparation of the minutes of the Shareholders' and of the Board of Directors' meetings and for authenticating records of the Corporation-, 4.3.5.2 See that all notices are duly given in accordance with the provisions of these By laws or as required by law-, 4,15.3 Be custodian of the corporate records and of the seal of the Corporation and affix the seal of the Corporation to all documents as they may be required; AMENDMENT TO BYLAWS-4 P z L C Mal 00 F X 64 4.3,5.4 Keep a register of the post office address of each Shareholder which shall be furnished to the Secretary by such Shareholders; 4.3.5.5 Sign with the President or Vice-President Certificates for shares of the Corporation, the issuance of which shall have been authorized by resolution of the Board of Directors; 4..3.5.E Have general charge of the stock transfer book for the Corporation; and i 4.3.5.7 In general, perform all duties incident to the office of Secretary and such other duties as from time to time may be assigned by the President or by the Board of Directors. 4.3.E Treasurer-, If required by the Board, the Treasurer shall give a bond for the faithful discharge of the duties of the Treasurer in such sung and with such surety or sureties as the Board may determine. The Treasurer shall have charge and custody of and be responsible for all funds and securities of the Corporation; receive and give receipts for money due and payable to the Corporation from any source whatsoever, and deposit all such monies in the name of the Corporation in such banks, trust companies and other depositories as shall be selected in accordance with the provisions of these Bylaws and in general perform all of the duties incident to the office of Treasurer and such other duties as from time to time may be assigned by the President or by the Board of Directors." i Except as so amended,the terms of the First Restated Bylaws remain in full force and effect. ADOPTED by Resolution of the Board of Directors on December 20, 2010. KEY N TAPS Secretary ATTEST: LEIG AP,�2GT Presra nt AMEEeNDiMENT'ro BYLAWS-5 c:1101iono,e o,PLIc 131 Smto Fc Dwe S:'My Documenu\CiimOT-?\iannniQ npani Underground,lnc',DocumcnV D5A(Bylaws Amand)doc' vm,_awm,tvns'aa,gion newt ' _ r I FAX'.tRip)G9&9855 , ?.Maa:bndy(q'ehCiruw wm , k i MINUTES OT A SPECIAL MEETING OF TIIE BOARD OF DIRECTORS OF TAPANI UNDERGROUND,INC. A joint special meeting of the Shareholders and Board of Directors of Tapani Underground, Inc. was held on December 20,2010 in Battle Ground,Washington. The following Directors were present in person: EDWARD R. IAPANI BEVERLY.I, TAPANI KEVIN TAPANI L.EIGH TAPANI being all of the Directors of the Corporation. Upon motion duly made, seconded and unanimously carried,Kevin Tapani was designated Chairman and recording secretary for the nneeting. The Chairman declared that a quorum was present and that the meeting was duly noticed and properly in order. FIRST AMENDMENT TO FIRST RESTATED BYLAWS: RESOLVED: That, pursuant to section 10,2 of Corporation's Articles of Incorporation, Corporation's Board of Directors has agreed to amend the Bylaws of the Corporation to include the following newly created Officers and to surr nnarize the responsibilities of their positions: r Vice President/Chief Financial Officer; i Vice President of Estimating; and Y Vice President of Operations. BE IT FURTHER RESOLVED: That the President and Secretary of the Company are hereby authorized to sign said First Amendment to the First Restated Bylaws of the Corporation on behalf of the Directors. ELECTIONS OF OFFICERS: RESOLVED: That the following persons are hereby elected by the Directors to i serve as the Officers of the Corporation, for die period provided in the l Lamtie or Cyntlna Nmc�attrein,0 L L C 1H1 Snnm ldnl.e Venecu05)51b 1gkan 98661 {J6p)69 696-P k - CONSL"";J7 IN t-YEU OF A SPECIAL MEET iNG- 1 � � rn,�Y-t36a}sa6-ass . 9'.ady 77,ap nriapnni IJYMe,g=!,monG,,= SM55(SMM-Oyiam5 A.cnd)doe E hlNl elndN�S^chbklaw eom Bylaws, or until their successor(s)shall have been duly elected and qualified: President: Leigh Tapani Vice President/Chief Financial Officer: Kevin Tapani Vice President of Estimating Shane Tapani Vice President of Operations Don Sasse Secretary: Kevin Tapani Treasurer: Kevin Tapani WAIVER OF NOTICE: RESOLVED: That the Directors' execution of this Consent shall constitute a waiver of any notice required under the Articles of Incorporation or the Bylaws of this Corporation,or as may be otherwise required by law. ADJOURNMENT: There being no further business to come before the meeting, and upon motion duly made, seconded and unanimously carried,the meeting was adjourned. K�f TAPANI Recording Secretary Cplhi.Flortasicin,P U C 1015.14 1`106. CONSENT IN UEU OF A SPECIAL,MEETING-2 1 S,IJM Documen[slCilem5lT-ZMip,,,hTpni Uke,=Md.hwlf)xumcm,lDSJ(SUM-Bvti vs A,m,,d),hn ................ t , CONSENT, WAIVER OF NOTICE,AND APPROVAL OF MINUTES The undersigned,being fire Directors of 1 apani Underground,Inc., consent to the holding of the special meeting of the Board of Directors at the time and place specified hr the foregoing minutes in compliance with Section 3.5.2 of the First Restated Bylaws of the Corporation, and by signing this statement, waive all formalities of notice and confirm and approve said Minutes and ratify the acts therein taken. EDWARD R, TAPANI Director BEVERLY J.T, P . I Director KE Director a _ ZE-la!3I 'APA NJ! rtor • �tv omr<or CYnih01 STnttcin, v Manta W fi," YancpuK6.Wu{riagmn?YOuI A r ! F.U�360 b9G B59 t ' - 0) fig CGNSEt177,l +• LIEU biFS,T ING-3 ( 7 'StW y Gocumcm:CFieNStT-6—,vpnmMpnni Uad,, momd,[nciDocsmenhi1D55(SMht-Sglmvs Amend)dnc Ehialh windy uiblramr eau 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years?/6,0 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. ee, L rG>7ec( 4.4.1 State total worth of work in progress and under contract: 4131, 5 jar )7,7 6V 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner', architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. $ee 4 thubred Cu+ 5A ee�-5 4.5.1 State average annual amount of construction work performed during the past five years: 7, S�/S; �z9. as 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 5 e o A t+kucl d 4.7 On a separate sheet, list your major equipment. S. REFERENCES S��✓4f1, 5.1 Trade References: See ,4,tt c4 tQ 5.2 Bank References: Rege A-5 Vjwtn 5.3 Surety: 5 a3uotl,y $vee y 62, a¢ Am Gv-'c^ 5.3.1 Name of bonding company: A¢ CW-' T,,,sara ce, ae.J 5uvet7 :iZ, 5.3.2 Name and address of agent: i FrAer 6. FINANCING 1201 5W 6.1 Financial Statement. Por"a4d, Of? q7 ZG `✓ After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. Briscoe-Deslmone Levee Reach I/Casteel 23 November 14, 2014 Project Number 09-3011.5' . '.. i 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes);Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: '7` 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this Zlbd day of pe,6 ek,ber 2014. Name of Organization: By: % Title: I/ 1--< I 'Lfe III7.2 J being duly sworn, deposes ,pridsay! ;thot-Pe informatioii provided herein is true and sufficiently C' Tfo�fOF t� to be misleading. nns00u & Subscribed and sworn before me this day of A wl LrP-L- 2014. Notary Public: My Commission Expires: V Briscoe-Desimone Levee Reach 1/Caszeel 24 November 14, 2014 Project Number: 09-30 11.5 y L � o E ','v o ' N f U _ d Q j e O m U o rn m m rn m o o m m m co v v N N U ip M O M (D [q IA M a7 O? CJ M (p to a O O N 47 h t9 O O O (O OJ Od W M O Uo Q r rn n ro h in co m -'N m M(V e 0 � m w V I � I a = � s W d a a 3 o O o o co N o co 0 0 0 ;a c0 co V IE N LtJ M tb .cD'` N M N tf1 LL) to M M O m y c y E m o 11.2 c. o - U o m L m m 3 ma °> O O O a o {U or m w �'' - z w ~ o ° m U COm to m 'a m m o � �. U o Eo ,m C� vi� M Z (n m � 3 Y .a as'i to o � o o a Y o +m m V o Wo CLU 2 U z ❑. U N N cn [ o +.. V c E O O [V W f N M U 0 N M 2 e N p = o E A o r � O c v a o A o o o h m co -1a M M w N m co P; v, co EO N N � U i O O tom- OJ W Q V 1^- O G N O) N N U d L � O a g m m � <r m u> m m 0 t., t0 : t[I t[J O U r r N U gyp. o p�j Z' W J U N w a f- > _0 > N Yu N C7 �m d (J cLi E gM E 2 m m Z c 0 N o do x ( U "S - am E 5" W Q =� ti 13— xto - S otS 0) m > m` 0- Z:_ ri v m co , m o M Lo U G ON N N N _ v O m a y r � a r O C 0 0 0 CD rn cn w o v� o w 7r- �n j e EO W � rn U M tp n O ^3' d' O O O CD C9 cp (O N G n M O W OJ O O (D N n O n N ti5 O' O R N R m t4 U G cn V 61 Q o " d a a Q O S O m W p R N M a a w N O o c 0 7 o ro o co � o o co o -co v o r U c c 'm y;L 4 L O C E i p Ili aci c rtp' —Up, N.. :m d .� _ C a y = LL O. 15 M :LL.._ fl' - Z a F- O '.H v7 '. 2 Co U` LL to U N G _❑ CD tll m m sc m o a co 22 o N E LL .Q C U N m fp o Em m o c o o u m .c o 2E ox_75 m p dco LL "ui U -zC� co m of cv m N r; Ni L6 to n C6 c E a m m N N N O O O O O O b O O O O O tJ E M f- ' r � � I r { t r t i I ' � r • ' r 1 r � o G y N Q O tE � o E I A o I . r y n t0 4 O m U N U " I � N N M � c CD C O ' O OJ t0 I M I U O at � W o CL c m G1 N a a a M s c co cv ca a : U U J o e m d > m . > v s p o ' u m 1- Tapani, Inc. Equipment Equipment Code Description Year Make Model. 110143 Takeuchi TB135 2004 Takeuchi TB135 110159 John Deere 3SD 2008 John Deere 35D 110168 Takeuchi TB135 Takeuchi TB135 110372 John Deere 50D 2012 John Deere SOD 110374 John Deere 50D 2012 John Deere 50D 110377 John Deere 5OG 2013 John Deere 5OG 110452 Kubota KX161 2006 Kubota KX161 110465 John Deere 50D Excavator 2011 John Deere SOD 110566 Hitachi 85 Excavator 2011 Hitachi ZX85-3 110578 John Deere 85D 2013 John Deere 85D I 110579 John Deere 85G 2013 John Deere 85G 111038 Caterpillar 312CL 2004 Caterpillar 312CL 111046 Caterpillar 312CL 2004 Caterpillar 312CL 111051 Caterpillar 312CL 2006 Caterpillar 312CL 111070 Caterpillar 312D 2012 ICaterpillar 312D 111076 John Deere 130 2012 John Deere 130G 111080 2012 Cat 312E 2012 Caterpillar 312EL 111564 ICat 315 2011 Caterpillar 315 111567 11: Hitachi ZX160-31LC 2011 Hitachi zaxis ZX160-3 LC _ 111573 2012 Cat 316 2012 Caterpillar 316 111581 2012 Caterpillar 316 2012 Caterpillar 316E 112037 Caterpillar 321CLR 2004 Caterpillar 321CLR 112042 Caterpillar 320CLU 2004 Caterpillar 320CLU 112058 Caterpillar 320 DLRR 2008 Caterpillar 320 DLRR 112062 Hitachi 200 Excavator 2011 Hitachi ZX20OLCS3 Excavator 112063 Cat 320C 2006 Caterpillar 320C 112071 12: CAT 320 2012 Caterpillar 320 112072 John Deere 225 2013 John Deere 225 112075 Komatsu 200 LC-8 2012 Komatsu 200 112082 2013 Cat 321 2013 Cater Pillar 321D LCR 112083 2013 Cat 320E 2013 Caterpillar 320E RR 112084 John Deere 245 2014 John Deere 245 112085 Caterpillar 320DL 2008 320DL Caterpillar 113044 Caterpillar 330CL 2005 Caterpillar 330CL 113060 Hitachi 330 2005 Hitachi 330LC ZAXIS 113061 CAT 336DL Excavator 2010 Caterpillar 336DL 113069 Hitachi 350 2012 HITACHI 350-5 113086 12012 Cat 336 2012 Caterpillar 336E 1145319 Caterpillar 345BL 2004 Caterpillar 345BII a4553 Caterpillar 345CL 2006 Caterpillar r 345CL 116029 Hitachi EX550 1998 Hitachi EXS50 118050 01 John Deere 750 2001 John Deere 750 132018 John Deere 65OHLT 2000 John Deere 650H 132020 John—Deere 65OG 1998 John Deere 650G 132025 John—Deere 650J 2004 John Deere 6501 LGP ' 132530 JD 700J LGP Dozer 2011 Johh Deere 700J LGP 132532 11:JD 7DO Dozer 2011 John Deere 70P3 XLT , 133024 Caterpillar D6NXL 2004 Caterpillar D6N XL '..... 133028 Caterpillar D6N LGP 2008 Caterpillar D6NLGP '..... 133031 JD 750J Dozer 2006 John Deere 750J '...... 133033 12:JD 750K LGP 2012 John Deere 750K LGP 134023 John—Deere 850C 2002 John Deere 850C 134026 Caterpillar D6RIIIXW 2006 Caterpillar D6RXW 134027 John—Deere 850JWLT 2007 John Deere 8SOJX '...... 134034 John Deere 350K 2015 John Deere 850K 151019 John—Deere 444J Loader 2004 John Deere 4441 1S2020 John_Deere 5441 Loader 2004 John Deere 544J 152022 John Deere 544J Loader 2006 John Deere 544J 152025 Caterpillar 930H Loader 2008 Caterpillar 930H 152027 John Deere 544K Loader 2011. John Deere 544K 152028 John Deere 524K Loader 2011 13ohn Deere 524K 152030 John Deere 524K Loader 2012 John Deere 524K 152031 John Deere 544K Loader 2013 John Deere 544K 152032 John Deere 544K Loader 2013 John Deere 544K 152033 John Deere 544K Loader 2014 John Deere 544K 152034 John Deere 524K 2014 John Deere 524K 153023 John—Deere 624JP Loader 2007 John Deere 6243P 153024 John Deere 624J Loader 2007 John Deere 6243 153029 John Deere 624K Loader 2011 John Deere 624K 155026 Kawasaki 95ZIV-2 Loader 1999 KAWASAKI 95ZIV-2 172010 Caterpillar 416C IT 1998 Caterpillar 416C-IT 172013 Caterpillar 416CIT 1998 Caterpillar 416CIT 172014 Caterpillar 416C 1999 Caterpillar 416C 172015 Cat 420E Backhoe 2011 Caterpillar 420E 172016 2012 Cat 42OF IT 2012 Caterpillar 420F IT 191054 Log Loader 320 L 1995 Log Loader 320 L 212002 Cat 120G 1979 Caterpillar 120G 213006 Caterpillar 140H 1996 Caterpillar 140H 213109 CAT 143H 2O00 Caterpillar 143H 213110 Cat 143H Grader 2005 Caterpillar 143H 213111 JD 772GP Grader 2012 John Deere 772GP 231025 Bomag 36in Roller 2006 Bomag BW900-2 Roller 232020 DynaPac CC122C 2004 DynaPac CC122 232028 2005 Cat CS423E 2005 Caterpillar CS423E '.... 23501D Caterpillar S563 1992 Caterpillar 84in SD CS563 235015 Hamm 2420D 1997 Hamm 841n SD 2420D 235027 Cat 533E 2006 Caterpiller 533E 235222 Dynapac CA362D Conversion 2004 DynaPac SD/SF CA362D 235223 Cat CS533E 2006 Caterpillar SD/SF CS533E 235224 Icat CS533E 2006 Caterpillar CS533E '.... 235226 CAT 563 2007 Caterpillar CS-563E 237007 Caterpillar 816E 1980 Caterpillar 816 237013 Caterpillar 816E 1985 Caterpillar 816B ' 253008 Caterpillar 623E 1989 Caterpillar 623E 253013 Caterpillar 623E 1993 Caterpillar 623E r 253014 CAT 623E SCRAPER 1991 Caterpillar 623E 253015 Cat 623F Scrapers 1999 Caterpillar 623F Scraper 274001 JD 8640 Tractor John Deere 8640 276014 Kellobilt Offset Disc Kellobilt 3252130E Offset Disc 276016 Kello Bilt Single Offeet Disc Kelo-Bilt 325-10' '.. 276017 Schafer Disc Schafer 480-9X32 292008 International 51800 2500 gal 1982 International 51800 292024 Ford F800 1991 Ford F800 292025 GMC 2200 gal Water Truck 2001 GMC C7500 2200 Gal Water 292028 Ford F750 Water Truck 2001 Ford F750 293019 Kenworth T800 1985 Kenworth W900 293020 Kenworth W900 1985 Kenworth W900 293021 Peterbilt 359 4000 GAL 1986 Peterbilt Water Truck 293026 Water Truck-3000-4000 Gal(TRP) 1979 INTERNATIONAL F-2574 293027 96 Peterbilt 357 4000 Gal WT 1996 Peterbilt 357 293034 GMC WATER—TRUCK 1985 GMC Water Truck 294029 Peterbilt 6x6 5,000 GAL Water Truck 2000 Peterbilt 357 6X6 Water Truck 294030 Peterbilt 357 6x6 5000Jgal Water Truck 2004 Peterbilt 357 6x6 WT 311002 Marooka MST700 2005 Morooka MST 700 313004 Komatsu MST2600 1994 Komatsu MST-2600 333505 Volvo A35 1999 Volvo A35 333509 CAT 735 2002 Caterpillar 735 j 333516 Cat 735 Haul Truck 0458 2006 Caterpillar 735 Haul Truck 333517 Cat 735 Haul Truck 2006 Caterpillar 735 334012 2002 Cat 740 Haul Truck 2002 Caterpillar 740 334013 2002 Cat 740 Haul Truck. 2002 Caterpillar 740 351007 28 in ASPHALT GRINDER 1999 Zipper AZ360 352006 42in ASPHALT GRINDER 2002 Zipper AZ480 371001 Rosco R648 1997 Rosco RB48 371002 Rosco R648 2003 Rosco RB48 371003 Broce CR350-4WH 2O05 Brace CR350 '... 371004 Maxi 1993 AIIMand Maxi Sweep 6606 ail 371005 Rosco RB48 1999 Rosco RB48 I r , i Tariant,Inc. Management/Supervisory Personnel . Years of management/supervisory Years with Tapani, Individual's Name Present Position/Office Construction MagnitudelTy0o of Work personnel Inc. Water,Sewer,Grading, managemenUsupervisory Edward Ines Toreni Chairman 44 Demolition personnel 32 Subdivisions,Sewer,Utilities, managemenVsupervisory Leigh Topton President 23 Road Reconstruction personnel 23 managementlsupervisory Monty Anderson Controller 16 Office Manager Rersonnel 15 Subdivisions,Water,Sewer,Site managemenUsupervisary Shane Ta ant Vice Presideni)SBU Leader 22 work,Estimating personnel 22 Vice-President,Treasurer,and Water,Sewer,Landscape, managemenVsupervisory Kevin Ta ani Secretary 24 Railroad,Treatment Plant personnel 24 Logging,House Building,Road managemenVsupervisory John Cichosz Senior Project Manager 20 construction,Grading personnel 14 Subdivisions,water lines,public managementsupervisary '... Darren Cahoon Senior Project Manager 23 works,subdivision,framing, personnel 12 managemenVsupervisory Sam Rhoades Materials Manager 24 Labor Manager-250+Em o ees personnel 7 Road work,Site Excavation, management/superveary Nathan Kaski General Su erintendant 20 underground utilities personnel 13 Large Road work,Site Excavation, managemenVsupervisory Jared Esteb Superintendent 15 underground utilities personnel 14 Large Road work,Site Excavation, management/supervisory Warren Sarkinen Superintendent 24 under round utilities Personnel 16 managemenVsupervisory Joseph Rhoades Superintendent 24 Structural Concrete personnel 5 Large excavating,underground managemenVsupervisory Colin Armes Superintendent 23 utilities personnel 16 Large excavating,underground Marty McDaniec Equipment Manager 14 utilities 9 i General Labor,Operator, management/supervisory Janney Radford Superintendent 23 Underground Utilities personnel 23 managemenVsupervisory i.. Jim Hetni Superintendent 14 Structural Concrete personnel 4 Operator,street reconstruct, management/supervisory Jonah Sproul Superintendent 19 utilities. personnel it General Labor,Operator, managementlsupervisory Jerome Sarkinen Superintendent 14 Underground Utilities Personnel 1 16 General Labor,Operator,Site managementlsupervisory Josh Brock Superintendent 13 Pre station,Pie Work personnel 3 Traffic Control Managers Traffic manages and trains traffic control managementlsupervisory Jeanne Nyland Control Supervisor 20 su divisors and flagilers. personnel 18 Subdivision,excavation,utilities, managemenVsupervisory Tod Ta ani Project Manager 17 lar e industrial sites personnel 17 excavation,utilities,large managementlsupervisory Chad Mahoney Project Manager 11 industrial sites ersonnel i i Pump stations,Fish hatcheries, manegement/superviscry — Aaron Hallin Project Manager 15 excavation,utilitiespersonnel 9 Structural Concrete Managing- managementlsupervisory Tyler Miller Project Manager 12 Large personnel 5 managemenVsupervisory Justin Massie personnel t 5 Subdivision,excavation,utilities, managemenVsupervisory Josiah Thomas Project Manager 7 large industrial sues personnel 5 managemenVsupervisory Justin McClellan Project Manager 10 personnel 2 Subdivision,excavation,utilities, management/supervisary Owen Sarkinen Project Manager 15 lame industrial sites personnel 2 Project Estimating- managemerbsupervisery Nick Moreno Project Manager 15 PubiiciPrivaie/Indusurai-$0- personnel 3 management/supervisory Scott Willis Safety Director/Risk Poianager 21 Safet personnel 11i management/supervisary Dana Townley Safety Supervisor 5 Safety personnel 5 General Labor,Operator,Sic management/supervisory Michael Melton Foreman 1.9 Preparation,Pie Work personnel 1 General Labor,Operator,Site managementlsupervisory Vance Purdin Foreman 17 Preparation.Pie Work personnel 7 management/supervisory Dean Murano Foreman 25 Structural Concrete personnel 5 General Labor,Operator,Site managemenVsupervisory Ryan Nelson Foreman 6 Preparation,Pie Work personnel 3 General Labor,Operator,Site managementlsupervisory AnthonyHicks Foreman 16 Preparation,Pie Work personnel 11 '.. General Labor,Operator,Site management/supervisory Bruce Schmeusser Foreman 18 Preparation,Pie Work personnel 13 General Labor,Operator,Site managementisupervisory Robert Kaarto Foreman 10 Pre station,Pi e Work personnal 5 General Labor,Operator,Site_ managementisuperviscry Joe Hailstrom (Foreman 31 Preparation,Pie Work perscinnell 18 ` - General Labor,Operator, managementisupermsery Michael Moss Foreman 29 Firework personnel 26 Ta am,Inc. ._ Management!Supervisory Personnel Years of managements aupervisory Years with Tapani, Individual's Name Present Position/Office Construction Ma nitude/Type of Work personnel Inc. General Labor,Operator, manegemenUsupervisory Blake Stocking Foreman 14 Plikework personnel 5 General Labor,Operator,Site management/supervisory Josh Vanderzanden Foreman 12 Preparation Pie Work personnel 2 General Labor,Operator, management/supervisory Russ Lott Foreman 17 PI ework pers.nn.1 4 General Labor,Operator,Site management/superviscry Ryan ra ani Foreman 22 Preparation Pie Work personnel 2 '.. General Labor,Operator, managemenUsupennsory i.. Tye Crandall Foreman 16 Pi ework personnel 9 managemenUsupervisory Aaron Bell Foreman 411 pers.nnal 4 '.. Lance Ta ani Superintendent 13 Large PI e Utility Crew 13 EmiV Anderson Shop Assistant 9 Office Work 9 I Dawn Horse PR 2 Office Work 2 Laren McOamels Estimator 7 7 Subdivision,excavation,utilities, Randy Rodin er Estimator 13 large industrial sites 4 Subdivision,excavation,utilities, Steven Tarrant Estimator 2 large industrial sites 2 Project Estimating- Nick Hendershot Estimator _ e Public/Private/Industrial-$0- 6 Project Estimating- Ross Berkinen Estimator 15 PubliGPrivate/Industrial-$0- 13 Kyle Hlivala GPS Technician - 12 GPS Mana emenUSite Models _ Helen E lesion Office Manager IS[Payroll e i2 Kurt Ta ani O eratoNOwner 18 Large Earth Moving Crew 18 Beveri Taoani Owner 32 Office Work 32 een'i Ta ani Operator/Owner 7 7 i I I i t i t i Bank and Subcontractors and Suppliers that Tanani Inc has done the majority of business with recently. 12/9/2014 '.. Bank or Company Phone: Contact Person Address Fax: Regents Bank 360-418-0484 Greg Usselman 2001 SE Columbia River Drive,Vancouver,WA 98661 360-693-9388 Granite Construction Company 360-254-0978 360-254-9592 M.J. Hughes Construction Inc (360) 314-2024 11510 NE 87th Ave., Vancouver WA 98662 (360)828-5871 Zemek Construction Company 206-790-2448 21209 212th Ave Be, Maple Valley WA 98038 H.D. Fowler Com an Inc 425-746-8400 P.O. Box 160, Bellevue WA 98009-0160 425-653-3190 j A&B Asphalt Inc 509-588-5214 PO Box 5280, Benton City WA 99320 509-588-6365 C&R Tractor&Landscape Inc 360-577-8288 P.O. Box 1725, Kalama WA 98625 360-423-5890 Cemex Inc 425-348-6392 20700 44th Ave.W. Suite 240, Lynnwood WA 98036 360-254-0404 Ferguson Enterprises Inc 503-240-6747 9129 N TYNDALL AVE, PORTLAND OR 97217 503-240-6751 J.L. Storedahl&Sons Inc 360-636-2420 2233 Talley Way, Kelso WA 98626 360-577-3906 Karvonen Sand&Gravel Inc 360-687-2549 PO Box 3130, Battle Ground WA 98604 360-687-8807 Knife River 541-928-6491 32260 Old Hwy 34 Tangent OR 97389 541-791-2016 Mill Plain Electric Inc 360-574-7265 6115 NE 88th St.,Vancouver WA 98665 360-574-0956 Oma Construction 206-262-1721 PO Box 3705, Seattle WA 98124 206-262-9107 Storie&Associates Inc 503-287-7166 PO Box 12490, Portland OR 97212 503-287-1566 i i i I , s P •• • B B F' ' 6t I � I a $- S � r ve scripti n: Location: Portland, OR This project entailed the removal of a bridge, construction of street improvements and storm sewer improvements on North Burgard Road. Work consisted of erosion control, traffic control, bridge demolition, excavation and disposal of 10,402 tons of contaminated material, 16,040 cubic yards of embankment, subgrade stabilization, 1518 tons of aggregate road base, 2025 tons of asphalt pavement, 1475 square yards of 12"thick concrete pavement, and Storm Sewer piping: 192 feet of 12" HDPE, 305 feet of 20" HDPE, 25 feet of 24" HDPE, 1005 feet of 21" RCP, 1481 feet of 30" RCP, 109 feet of ® 48"Steel Casing with 34" HDPE inside, 12 manholes, and 11 catch basins. The storm piping was over 20 feet deep in places. Other work on this project included signing, striping, landscaping, and fencing. Challenges: Challenges included pipe that was at a depth greater than 20 feet and maintaining traffic while demolishing the bridge.An engineered shoring plan was used to overcome the deep sewer, and a good traffic control plan was used to overcome traffic issues while demolishing the bridge. • ® . Equipment Class 345 CAT Excavator, Class 330 CAT Excavator, Class 320 CAT • ® ® Excavator, Takeuchi 135 mini Excavator, D-6 Dozer, 544 Loader, Grader, Water Truck, GPS equipment Tapani,Inc. P®Box 1900 1904 SE 6th Place-Bathe Ground,WA 98604-360.687.1146 1153 Columbia Park Trail-Richland,WA 99352-509.783.8993 www.tapani.com I i A u fdW r„ °°� Y•• �sa4 .C` , rye.. �{ it j h!'k ks h1i�Pi 3 ® y x r- , Project Description. Location: Ridgefield, WA This contract provided for the improvements of 1-5 and SR 501 by removing an existing prestressed concrete girder bridge and constructing a new prestressed concrete girder bridge over 1-5 to the south of the existing bridge. The design required 26 acres of clearing and grubbing, 64,199 cubic yards of roadway excavation, 8,564 cubic yards of structure excavation type A, 65,666 cubic yards of pond excavation, 25,900 cubic yards of wetland excavation, 16,117 cubic yards of unsuitable foundation excavation, 184,083 tons of special select borrow, 133,017 cubic yards of embankment • compaction, 5234 square feet of structural earth wall, 64,000 tons of crushed surfacing base course, 10,786 lineal feet of media filter drain, 10,000 lineal feet of storm, sewer, and water pipe, 30,000 tans of HMA CL 1t2 IN PG 64-22 paving, irrigation system, two traffic signal systems, illumination systems, landscape, traffic control, permanent signs, fencing, concrete sidewalk and curb, and other work all in accordance with the plans and specifications. Challenges: ® ® This project started in the fall of 2010, proceeded through the winter, spring, summer and fall of 2011. Many of the challenges that were encountered were due to weather conditions combined with an old underground drainage system that was not shown on the plans. These under drains were a result of purged ground water which in turn resulted in a soft subgrade that required extra unsuitable excavation and soil stabilization. Another challenge was the ° - • result of WSDOT not having a legal easement to their mitigation site, which caused the mitigation site to be shut down. We were not able to proceed on the mitigation site until the following fall, which even then, we were unable to finish because of weather conditions. We are scheduled to finish that portion of the project the summer of 2012. Equipment- Skid Steer, Flat Bed Trailer,Cat 330 Excavator, Cat 312 Excavator, Cat 320 Excavator JD 650 Dozer, D-6 Dozer, 623 Scraper, Roller Compactor, JD 444 Loader, Hoepac/wheel, 140 Grader, Broom, 5 Yard Dump Truck, Water Truck, Stellar Dump Box Tapani, PO Box 1900- 1904 SE 6th Place-oattle Ground,WA 98604-360.687.1148 1153 Columbia Park Trail-Richland,WA 99352—509.783.8993 www.tapani.com r j v ® a ® I I fay t Descriptions. Julia Butler Hansen National Wildlife Refuge Habitat Restoration, located in the vicinity of Cathlamet, Washington, was a project designed to restore tidal influence in the area. This included the emplacement of new, or modification of existing tide control structures at six sloughs (Indian Jack, Duck Lake, W201+30, Brooks, Winter, and Hampson), and the realignment of Risk Creek. Required work for these structures may have included the following: Sheet piling headwall and wingwalls, concrete sill, riprap, 72-inch HDPE culvert with concrete collars around joints, and a side-hinged, self-restrained tide gate. Other work includes excavation, clearing and grubbing, and dewatering. Challenges: The Julia Butler Hansen project had a number of challenges. These challenges involved the following: tide, weather, ground conditions, and water table. Being that the project is located 30 miles from the ocean, the work schedule had to be molded around the tide schedule. Wet weather and soft ground slowed production of the crews and equipment utilization. • - The very high water table made excavating conditions challenging, and extensive dewatering was needed. Equipment: Loader, Crew Trucks, Roller, CAT 330 Excavator, CAT D6 Dozer, CAT 345 Excavator, Dewatering Pumps, Shoring • • e • Tapani,Inc. PO Box 1900 ti 1904 SE 6th Place„.Battle Ground,WA 98604 360.687.1148 1153 Columbia Park Trail N Richland,WA 99352 K 509.783.8993 www.tapani.com i Nt crU„ ��. �•� n�..#r x ms; ,A`..� ,.r,{�"k�sa�€t, �7��� `�', t Project Description- Location: Battle Ground, WA close)crews worked Multiple ether to construct and enhance 10 wetland! p Y together pond sites in a short 75 day work window. Working closely with WSDOT, Tapani crews worked through multiple grade busts/errors in the plans in order to keep the project moving forward, on-time, and in-budget. With GIPS guidance, crews preformed excavation and grading in record time. Working in and around salmon/steelhead bearing creeks required thorough inspections of the equipment each shift and operating the equipment with bio-degradable vegetable oil to prevent stream contamination. Crews worked side by side with biologists and Department of Fish and Game to safely remove fish and 0 aquatic animals from the work site while achieving a finish product. An elaborate by-pass pumping and de-watering plan was used for maintaining healthy water flow/levels to sustain aquatic animals and fish life in the surrounding areas of the project as well as lowering the water table in the work zone. Crews constructed over 120 habitat structures. Qualified Tapani operators were used to working with peat material, which required strategic utilization of stabilization mats, timber, and steel sheets.Also, Tapani provided WSDOT with an in-house CESCL to monitor potential erosion ° ® control issues and to take water NTU readings to insure turbidity was within the limits allowed throughout the project. • • • ® allergy Work was to be completed in 75 working days, which meant crews needed to ® e work long hours, 6 to 7 days per week. The soil was mainly peat, a soil that is ® highly organic and compressible, requiring equipment to operate on timbers and steel sheets to avoid sinking. The groundwater content was far higher than planned, so an intense de-watering plan was put in place, also causing the job to be built in a different sequence than initially planned. The project had many design flaws, and at one point it was completely redesigned. Tapani worked with WSDOT to keep the job progressing through these changes. Much of the work took place in and around creeks, making it extremely environmentally sensitive. Tapani worked closely with the Department of Fish and Wildlife to insure the environment wasn't harmed in any way. Equip nt- D-6 Dozer, 750 Dozer, 850 Dozer, Class 345 Excavator, Class 320 Excavator, Class 300 Excavator, Haul Trucks, Morooka Tracked Trucks, Skid Steer, GPS equipment Tapani,Inc. PO Box 1988—1.984 BE 6th Place-Battle Ground,WA 98684 r 360.687.1148 1153 Columbia Park Trail a Richland,WA 99352-599.783.8993 W W WAMPanixom t y5 s � Nre ® d r � zt Description® Location: Klickitat River from mile 20.55 to 22.45 purpose of this project was to restore Klickitat River floodplain and river processes between the confluence of the Little Klickitat River and Dead Canyon Creek through the modification or removal of failing road that was constructed in the active floodplain of the river.This project was the 4th phase and addressed 1.33 miles of the road between river mile 22.52 and 23.85, Removing high priority sections of the roadway allowed the river to function more naturally within its historic floodplain, improving habitat for salmon and steelhead as well as other aquatic life. Earthwork included cut,fill, re-sloping, and the breaching and removal of the existing roadway prism.The existing asphalt was removed from • the site and disposed of off-site.Trees and brush were cleared prior to beginning earthwork. Culverts were removed along the entire project. In-water work included re-channeling and installation of large woody debris. Prior to in-water work, erosion control was installed and Tapani assisted Columbia Land Trust with fish rescue efforts. I ® There were many challenges that Tapani had to overcome to complete the project; including ESA listed fish in the adjacent river. The steep and narrow corridor confined by geological and physical property boundaries offered another challenge. During a record run of fall chinook, maintaining water clarity was very important and very challenging. Extreme weather conditions such as level 3 fire ® ® conditions, the wettest September on record, and an extended deep freeze made work productivity very slow and very difficult. Working under light plants at night during some of the site excavation proved to be another challenging task. ® ® ® Maintaing the project schedule and owner relationship while making field changes on the go became very crucial to the project's final outcome. Hitachi 350 Excavator, Caterpillar D-6R Dozer, Caterpillar 735&740 Haul Trucks, Komatsu 200 Excavator,Water Truck, Dump Trucks Tapani,Inc. PO Box 1900 k 1904 SE Gib Place,Battle Ground,WA 98604 N 360.687.1149 wwaxtapani.com I A A A t r t Description: Location: Portland, Oregon . _ Ramsey Rail-Years in the making, the Second Slough Lead and Ramsey Yard is a substantial new rail infrastructure investment that sets the stage for improved rail service for local business and port facilities, and for the t z* railroads that serve them. a lA v 'Sx � The work included over 25,000 track feet of grading, subballast, and ballast ' placement for staged railroad construction in the Rivergate Industrial District. Yard track liner, reinforced concrete storm sewer piping, larger diameter • manholes, connections to existing storm sewers, storm water treatment vaults, electrical distribution equipment, railyard lighting, compressed air system, fencing, and other appurtenances were also constructed to complete the project. To ensure worker safety for all work performed within 25 feet of the centerline of track,Tapani developed a Roadway Worker Protection/On Track Safety ® Program. Tapani also complied with all other railroad training and security requirements as well as working with BNSF flagging services to ensure worker safety for the duration of the project. In addition to participating in the ® ® ® Port of Portland's Site Waste Recycling Program, Tapani was also able to meet the project's small business participation goal on the project. Challenges: Very tight tolerances on the subgrade and subballast finish grade and top of rail for this project required careful observation of elevation checks. This project also required a lot of coordination with the Port Tenants, Port of Portland, BNSF and Union Pacific in order to complete the work with minimal impacts to freight traffic. Being that the project was In an environmentally sensitive area, strict erosion control was necessary. Also, access was difficult due to not knowing when the trains were going to be on the tracks. t uip scrag 850 Dozer, 650 Dozer, 320 Excavator, 312 Excavator, 140G Grader, 544 Loader, Roller, Water Truck Tapani,Inc. .. PO Box 1900-1904 SE 6th Place-Battle Ground,WA 98604-360.687.1148 1153 Columbia Park Trail�,Richland,WA 09352-509.783.8993 www.tapani.com a{ - } § I t� a, Project Description® Location: Cascade Locks, OR The project includes the construction of approximately 1,5 miles of pedestrian trail, including an 80 foot pedestrian bridge, 11 retaining walls which include 6 different design types: rockery walls, gabion walls, micropile walls, soil nail walls, GIP cantilever walls, and MSE walls. The project also included approximately 9 acres of medium density clearing and grubbing, 30,000 cubic yards of trail and wall excavation, drainage, paving, hand rail, concrete barrier and landscape, The project also had about 4500 feet of rock anchors, wire mesh slope protection, scaling and permiter controlled blasting of the existing • rock face adjacent to 1-84. The Bridge work consisted of an 80 foot prestressed arch girder bridge that included concrete girders designed to replicate the arched girders of the old Moffett Creek bridge to the East of the project. The substructure includes 36 inch drilled shaft footings, architectural faced bents and 160 feet of baluster styler bridge rail also replicating the old arch style architecture of the old bridge. Challenges® ° ® This project had been subject to many changes that impacted the schedule and sequence of the work. Some of the major changes/impacts include: ® ® ® - Discovery of unanticipated rock excavation - Deletion of the soldier pile and concrete fascia wall - Increase in quantity of rockery retaining wall • -Compensible delays due to Endangered Salamanders - Increased quantities of rock slope scaling, blast limits, rock anchors and wire mesh slope protection - Increase in blast/scale debris removal due to increase in scope - Redesign of traffic staging plans and restrictions of construction staging - Increase in scope of drainage work - Four separate revisions to grade sheets/earthwork design - Deletion of two other retaining walls and the redesign of two others Equipment- CAT 330 Excavator, Hitachi 200 Excavator, Takeuchi 175, John Deere 650 Dozer, John Deere 444 Loader, 84" Roller, CAT 143 Grader, Skid Steer, Water Truck, Rosco Broom, 300 TON Crane Tapani,Inc. P®Box 1900 N 1904 SE 6th Place—Battle Ground,WA 98604,360.687,1148 1153 Columbia Park Trail N Richland,WA 99352 N 509.783.8993 www.tapanLcom i I t I y4 va t s � s x`B B s fr, u project Descriptlom Location: Vancouver, We i The Pacific Coast Shredding (PCS) site is comprised of approximately 15 acres under lease from the Port of Vancouver. On this project the existing metal shredderwas reconfigured and site rail spurs relocated to maintain clearance from the shredder. The new shred pad consisted of a radius concrete pad with embedded railroad tracks. The existing administrative building was removed, truck scales relocated, administrative and maintenance buildings constructed, employee parking area formalized, and stormwater systems added. An environmental geomembrane liner(40mll LLDPE) was • also a part of this project. Tapani extended the geomembrane liner and all asphalt in the environmental cap area was installed with low permeable asphalt. Challenges: The site reconfiguration was performed while Pacific Coast Shredding maintained full operation. Communication between Tapani and PCS was key B as the layout of the site is ever changing as material comes in. The shred pad and rail that were constructed are the two most important parts of the site and are in the heart of the facility. Coordination was handled very well and everyone worked together to ensure a continuous operation for both parties.Another challenge on-site was encountering contaminated soil and ® • buried rail-road ties. Tapani hauled the contaminated soil and rail road ties to a designated landfill and handled the extra challenge seamlessly, keeping ® ® ® project on-time and in-budget. Equipment: B CAT 623E Scraper, CAT 143 Grader, CAT 320 Excvator, Hitachi 350 Excavator, Hitachi 200 Excavator, John Deere 700J LGP Dozer, 84" Dyna Pac Roller, John Deere 624JP Loader, CAT 416C Backhoe, Takeuchi 175 Excavator, Concrete Pump Truck, Concrete forklift Tagsani.Inc. PO Box 1900 N 1904 SE 6th Place—Battle Ground,WA 98604-360.687.1148 1153 Columbia Park Trail-Richland,WA 99352-509.783.8993 www.tapani.com 4 F yy� 1 4 � YI A �M Y k =4a .•. act Descriptions r Location:Mt. Hood,OR The Western Federal Lands Highway Division(WFLHD)of the Federal Highway fi Administration(FHWA)in cooperation with the Oregon Department of Transportation ODOT and the USDA Forest Service USFS is constructing approximately 3 miles of Oregon State Highway 35 in the Mt.Hood National Forest. Highway 35 is a major state highway providing regional transportation service as well as access to the Mt.Hood National Forest and other destinations.The existing roadway at ryrt the White River and Clark and Newton Creek Crossings restricts the debris flows and channel movement,resulting in an unfavorable situation for both the road and natural hydrologic systems.Damage caused by debris flows from the slopes of Mt. Hood through the White River and East Fork Hood River areas has resulted in frequent and costly repairs ® over the last 20 to 30 years,placing a severe burden on the limited resources available and negatively affecting the natural environment. Roadway reconstruction work included construction of temporary traffic lanesflane widening for temporary traffic, construction of road embankment,installation of new bridges and large drainage structures(culverts), and the placement of aggregate and asphalt. Debris materials,both naturally deposited and material moved to downstream locations by ODOT during emergency repairs,at White River was removed and used as fill material for the roadway embankment.All aggregate for the project was produced by the contractor in the government furnished source Tamarack Quarry. -Due to changes in permitting,Tapani had to redesign the staging of roadway construction to be completed within reduced project limits with a net result of less environmental • ! Impact. -The FHWA added a 12'diameter CMP culvert in the final year of construction that was up to 35'deep across the existing Hwy 35.Crews worked around the clock to complete the culvert construction prior to the planned stage 1 paving. -Tapani had to perform various different stream diversions within specific fish windows for construction of permanent structures. ® e ® -The project spanned over 3 construction seasons which created a challenge of maintaining a temporary roadway over the winter shutdown months that was wide enough to allow for ODOT snow removal. -Inclement weather,forest fire danger and debris flows created many environmental and scheduling challenges. Equipment: CAT D81-Dozer,CAT D6 Dozer,John Deere 850 GPS Dozer,John Deere 650 Dozer, CAT 623 Scraper,Water Wagon,Water Tower,Roller Compactor,CAT 14G Grader,John Deere 750 Excavator,CAT 345 Excavator, CAT 330 Excavator,CAT 320 Excavators,CAT 312 Excavators,Kawasaki 95Z Loader,John Deere 624 Loader,John Deere 544 Loader, 80 TON Crane,Haul Trucks,Crew Trucks Tapani,Inc. PO Box 1900-1904 SE 6th Place w Battle Ground,WA 98604-360.687.1148 1153 Columbia Park hail-Richland,WA 99352-509.783.8993 www.tapa"Lcom i � I .viAM, lee �l a II • e ' ,a '�I'���ii§I�En�rzt s Xo W{ fi�4z 4 flK e iP YF4. tt a } e°o'ect scription- Yt m' Location: Kennewick, WA This contract involved the improvement of 2.6 miles of Clodfelter Road. Improvement entailed reconstructing a section of roadway from Bently Road to C. Williams Road (CE1178), and new construction of 1.6 miles of Locust Grove Road from Clodfelter Road to Edwards Road. The work consisted of clearing, grubbing, removing pavement, 626,235 cubic yards of of excavation, 414,160 cubic yards of embankment, 5,180 feet of culvert pipe from 12 inch to 60 inch diameter with concrete headwalls, 72,371 b tons of crushed surfacing, 16,724 tons of asphalt surfacing, erosion control, 8,312 feet of beam gaurdrail, 65,625 feet of pavement markings and other work. Challenges: Maintaining local access while building a 100 foot deep embankment over an existing driveway was a challenge faced on this project. Also, providing water for dust control and achieving optimum moisture for compaction was a challenge due to the fact that the closest public water source is five miles e ® from the center of the project. The haul trucks conquered a feat of navigating very steep grades in order to move the materials to the embankments. Deep rock excavation in the new road alignment required drilling and blasting, 6 ® ® creating another challenge. The crews had to overcome freezing weather along with strong winds at this site, but they held it together and worked hard and efficiently to get the job done on time and in budget. ® ® Equipment: GPS, Haul Trucks, Scrapers, Excavators, Loaders, Dozers, Graders, Rollers, Water Trucks and Towers i i Tapani,Enc. PO Box 1900 1904 SE 6th Place-Battle Ground,WA 98604 H 360.687.1148 1153 Columbia Park Trail Richland,WA 99352-509,783X993 www.tapani.coni M k 1 • 0 0 ' e g tju xirA"i x its Project Descriptiom „ Location: Pendleton, Oregon- Umatilla National Forest The purpose of the Meacham Creek F000dplain Restoration was to improve in- stream habitat for listed and non-listed species while benefiting channel morphology and in-stream processes.The primary impacts to Meacham Creek are associated with the adjacent Union Pacific Railroad railway, built in the early 1900s at close proximity to Meacham Creek.As a result of past impacts and current factors limiting aquatic productivity, the Confederated Tribes of the Umatilla Indian Reservation (CTUIR) solicited work in the Meacham Creek area. In this particular project,Tapani restored a section of Meacham Creek by moving ® the stream into its historic channel alignment and excavating historic meanders in the floodplain: a total of 5,800 feet of new, reconfigured stream channel.A total of 127,000 cubic yards were excavated and hauled. Habitat complexity was increased by incorporating in-stream habitat improvement features in the channel such as root wads and in-stream log structures.Tapani also modified part of two large spur dikes in the floodplain and removed a 2,800-foot levee along the existing channel.The existing access road embankments were enhanced at specific locations along the floodplain to provide flood protection for events greater than 100-year flood flows. Large log and rock structures were e placed throughout the floodplain.An alcove was constructed at the downstream extent of new configured channel where it connects to the existing channel. Disturbed areas in the floodplain and along the channel were revegetated with native plants re-seeded with a native seed mix. Challenges: ® ® Groundwater was encountered when excavating the new channel and installing the log structures,which resulted in using additional erosion control strategies to prevent turbidity from entering the existing stream. Erosion control on the jobsite • 9 ® ® was crucial for this project due to the environmentally sensitive area.The jobsite was in the floodplain of the river with a live stream close by, plus the ground was very pourous so water infiltrated quickly.This required crews to be extremely ® ' • careful in planning the work and strategize to minimize any erosion from occuring or sediment leaving the work area.To protect the existing vegetation and wetlands,Tapani crews were very limited on where they could access the site. This made the excavation more difficult in regards to hauling on and off the site. It was challenging to construct the channel under water,which was done using GPS technology. The short time constraints due the the fish window also made the channel construction challenging. w Tapani,Inc. PO Box 1900 v 1904 SE 6th Place-Bettie Ground,WA 98604-360.687.1148 11S3 Colombia Park Trail-Richland,WA 99352-.509.783.8993 www.tapani.corn Senior Pr mect Manager OJ Darren n Highway 35 Betterment Darren has been with Tapani since 2002. He began as a manager, and is currently a Senior Project (Manager. Darren's work ethic and friendly nature has allowed him to nurture many strong w relationships and succeed at Tapani. He brings a unique outlook to the company and coupled with his 23 years of construction experience makes him Clocifelter Rd&Locust Grove a valuable asset. Darren has managed the largest construction project Tapani has been awarded to date. µif � � ,.� A � { �• r Key Proiects: Contract Amount: Highway 35 Betterment $25,940,344 Curtin Creek Enhancement EGT Grain $4,861 937 Ramsey Rail Improvements $8,080928 SR432/SR433Improvements $3,682933 NE 72nd Ave Improvement $5,768,000 Curtin Creek Enhancement Area $2,272,345 SR14 Camas/Washougal Interchange $30,287,139 Horseshoe Bend Road SR 502 Phase 1 $5,188,042 Cliff Home River Reach Stabilization $243,000 Tapanl Erse a ' 1904 SE 6`'"place @� Battie Czound, WA 98604 Background Photo:Highway 35 Betterment >,,'t,: Emaik darrenc@tapanlLcarn Project Manager Justin McClellan xt:a Justin has been with Tapani since 2012. He began as an assistant project manager, and is currently a Project Manager. Justin's ability to learn quickly has allowed him to become an essential employee just two years after starting with:Tapani. With '10 s years of construction experience Justin excels in his current position and provides 'experience and knowledge to those around him. Justin has proved to be a very valuable piece to Tapani and has managed many succesful projects. ' Klickitat River Restoration PH.4 Key Projects: Contract Amount: CG Airport Business Park $1,049,505 Swift No. 2 Hydro Project $461,100 BNSF Rivergate Automotive $1,964,817 i Klickitat River Restoration Phase 4 $328,490 rx: ,r Moffett Creek $7535,746 Swift No. 2 Hydro Project Haritage Park $416,929 w �F South Ridge Elementary School $896,813 Briscoe-Desimone Levee Improvments $6,127,448 1-5 at SW 26`"Water Quality Facility $2,125,604 Moffett Creek Tapani Inc tl t 1904 SE 6t' Piave r i Battle Gound, WA 98 tl4 I d Ernail:jmccleflan@tapanl.co.rn Cell # (:360i-60 -6380 Assistant Project Manager Derek Kemppainen Derek finished his schooling in early 2014 before starting With Tapani. Derek has an associates degree in business administration and experience in I marketing and sales. With 3 ;years of construction experience Derek is proving to be a val Ole,asset at Tapani. Derek has a bright future with Tapani and plans to become a Project Manager. i CIS Airport Business Park KeyProiects: Contract Amount: CIS Airport Business Park $1,049,505 Briscoe-Desimone Levee Improvements $6,127,448 1-5 at SW 26`h Water Quality Facility $2,125,604 South Ridge Elementary School $896,813 Briscoe-Desimone Levee ImprovemL1ents 4 ' South Ridge Elementary 3apanlInc 1904 S6 6th:Place Battle Bound, WA 98604 Email: derekk@tapani.com - iAS OF Ashx . • r • ' ' •' • ! • ' • • • " • • • • •' s . • • :d t East low Canal ` Key Projects: mount: SR 14 Camas/Washougal $30,287,139 '` Interchange W, _ ^ SR 501 Interchange $16,148,985 " r . NE 88th Street $6,063,825 Curtin Creek Enhancement Area Cliff Homes River Reach 3 ' p Port of Vancouver Parcel 8 $1,301,797 Cliff Homes River Reach $243,000 , ': 7f • NE 72nd Avenue $6,728,813 East Low Canal $863,925 Clodfelter Road & Locust Grove $3,484,532 sr -4 Curtin Creek Enhancement Area $2,272,345 , 'i kY ' of I to t i:S $ 41i 5Ff#3fle x.3 rAun fFp %£13'j.3 35?r' SR 502 Phase 1 $5,188,042 �'„ �, `t' €_rn a a Ierode@ paril offs B- ,�—d Photo:aoer.it,Rao d - _. €.+'�� �.,�1s" #P; (36E3007 8654 Foreman Ryan Nelson Ryan has worked with Tapani since 2012. Ryan started at Tapani as an operator and was able Moffett Creek to prove his role as a lead man to eventually F111 become a foreman. Ryan has worked onenvironmental, residential and commercial site development, public works projects, and large dirt moving projects. Ryan has;worked on projects ranging from $50,000 to $25,000,000 in size. Haritage Park ,9 Key Projects: Contract Amount: Moffett Creek $7,535,746 Crown Point $5,046,404 Haritage Park $416,929 Hood River Slide Repair $848,976.93 Highway ss Betterment Highway 35 Betterment $25,940,344 n�$,• t - Briscoe-Desimone Levee Improvements$6,127,448 I iapaniinc th i9od SE 6 Puce Battle wand,WA 98804 Email:ryasin@xtapani.com CL11�f (350)9LS-9446 Background Photo:Crown Point N PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within one hundred (100) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 50/o of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s 1 2 to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: 12/9/2014 Ta ani, Inc. NAME OF BIDDER BY: ' 1 Siga'iature Kevin Tapani - Vice President (Print Name and Title) 1904 SE 6th Place, Address Battle Ground, WA, 98604 ' Briscoe-Deslmone Levee Reach.l/Casteel 25 _ November 14, 201-1 , Ji Project.Number: 09-4011,.5 , + ' I + , , , BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we,Tapani,Inc. , as Principal, and Travelers Casualty and Surety Company of America , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal SUM of Five Percent(5%)of Total Bid-- Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Briscoe-Desimone Levee Improvements Reach 1 RIM 14.47 to 14.64/Project Number: 09-3011.5 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, In case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation 'shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 2nd DAY OF December 2014. Tapani„1nc. / PRINCIPAL Travelers Casualty and Surety Company of America SURETY Gloria Bruning ttorney-in-fact' 2a__, Received return of deposit in the sum of $ Briscoe-Desimone Levee Reach i/Casteel 26 November 14, 2014 Project Number: 09.3011.5 s WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER TRAVELER �Iys gBgp� J' POWER OFXF ORNEY 9 Y'i&►V E1oElHS^' Farmington Casualty Company St,Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company t Attorney In Pact No. 224582 Certificate No. 006037034 fi " I ]INOtti Add, MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,"Travelers Casualty and Surety Company of America, and United States 1 Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized trader the It laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint i Gene M.Dietzman,Gloria Bruning,James P. Dooney,Jahn D.Klump,Philip O.Forker,Ray M.Paiement,Vicki Mather,J.Patrick Dooney II, Richard W.Kowalski,Brent Olson,Joel Dietztnan,Tani Jones,Karen A.Pierce,and Christopher Reburn of the City of Portland ,State of __S,IS igon __ __,their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,sea]and acknowledge any mad all bonds,recognizaacas,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law, IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 28th day of_August 2014 Farrington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company - Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Pau]Guardian Insurance Company x % 5 �,�py+y,,vp�641!` y {yE AE 4N eYPN,.�MSp" ,Q,t tNSl,gq.t 9p,.tY 1ND �i�YA'�'W`B44p 1p('jl1yA(�p y5 a� l9.82L 0 M'a�ty>RgIFD Qt9P N � yRPOflAlf.�et `y `^ r W Kr.�jf41 1' �977 h t mf £ i HAfliFnfln a'n4fliF61q'9fla �`kti AL,o,' SEAL.e°i CONK i r� EOHx. R 7895 ,7 State of Connecticut By: � _ City of Hartford ss. Robert L.Raney, niorVice President On this the 28th dap of August ,__,2014 ,before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein remained by signing on behalf of the corporations by himself as a duly authorized officer. p.TEt . Lr Witness Whereof,I hereunto set my hand and official seal. My Commission expires the 30th day of June,2016. lO+aBllti * Marie C.Teuesuh,Nary Public �s i 58440-8-12 Printed in U.S.A. WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company, St.Paul Mercury Insurance Company,Travelers Casualty and Surety Com an ,Travelers Casuals and Sure Company of America;and United States YP Y Y tv P Y Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: e RESOLVED,that the Chairman,the president,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Akornevs-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his to her certificate of authority may presence to sign with the Crimpanry's name and seal with the 4 Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any ' of said officer,Or the Board of Directors at any time may remote any such appointee and revoke the power given him or her;and it is ' FURTHER RFSOLYED,that the Chainurq the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may rdelegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy u thereof is filed in the office of the Secretary;and it is t FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the name of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant'tkeaener,the Coporate Secretary of any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed'(under seal,if required)by one or more Attoneys-in-Fact and Agents pursuant to the power r prescribed in his or her certilcatc or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority: and it is ) z FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,env Senior Vice President,any Vice President. s any Assistant Vice President, any Secretary,any Assistant Secretary-and the seal of the Company nary be affixed by facsimile to any power of Attorney or to any certificate relating thereto appointing Resident Vice Pimidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes Only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shalt be valid and binding on the Company in the future with respect to any bond air understanding to which it is attached. I L Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance g Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of Ainerica,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Auomey executed by said Companies,which is in full force and effect and has not been revoked. LNT TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seats of said Companies this �� day of '�°!-dri✓ p'' 26 J�Y' r Kevin F..IIughes,Assistant Secs f tan' A��w*ri .gr' o fn �� ✓ xs�q �xry atio� ,�,+a"^'�-'i^g.:ry k°'" Y 1 ,a 79 8 ticmMRtrEO '}. voaa, . m / 1`� �i 1982 Q � s f PNafltFORo � FWiiFnPD, A r��M1G 1951 sc At,�or t SEAL/si CONry 84 `"' " )� c a < .r" 'vti �'ftt7 AII S To verify the authenticity of this Power of Attorney,call 1-800-42 1-3880 of contact as at www.travelersbond.corn.Please refer to the Attorney-in-Fact number,the w above-named individuals and the details of the bond to which the power is attached. 7 yC 4 s i wwy .WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 1 CITY OF ICEN COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having 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 wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Briscoe-Desimone Levee Improvements Reach 1 RM 14.47 to 14.64 Project Number: 09-3011.5 NAME OF PROJECT �GtC�CCJ�r c_ NAME OF BIDDER'S FIRM SItNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER Briscoe-Desimone Levee Reach 1/Casteel 27 November 14, 2014 Project Number: 09-3011.5 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER Date: Change Order No.: 1 City Project Name: Project Number: Contractor: Original Contract Date: This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. The section of the Agreement which outlines the Description of Work, is hereby modified as follows: Provide all labor, materials, and equipment necessary to: 2. The contract amount and time for performance are hereby modified as follows: Original Contract Sum, Including $ applicable alternates and WSST. Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) I I Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ Original Time for Completion Working days Revised Time for Completion under -0- Working days prior Change Orders Days Required t for this Change Order -0- Working days Revised Time for Completion Working days Briscoe-Desimone Levee Reach 1JCasteel 28 November 14, 2014 Project Number: 09-3011.5 I In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard Specifications, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest or claim it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes full payment and final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy J. LaPorte, P.E. Its Its Public Works Director (Title) (Title) DATE: DATE: Briscoe-Desimone Levee Reach I/Casteel 29 November 14, 2014 Project Number: 09-3011.5 I BIDDEWS CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name .................... Order of Contents............................................................................... f Invitation to Bid..................................................................................� Contractor Compliance Statement........................................................E3' Date............................................................................................12' Have/have not participated acknowledgment.............................1s'' Signature and address ................................................................ "" Declaration - City of Kent Equal Employment Opportunity Policy ........tY' Date and signature......................................................................®„_ Administrative Policy ........................................................................ .Er- Proposal............................................................................................... First line of proposal - filled in....................................................1 Unitprices are correct ................................................................ Minimum bid prices are correct................................................... ' Subcontractor List (contracts over $100K) ..........................................tom` Subcontractors listed properly.................................................... Ll Signature ....................................................................................`3_, Subcontractor List (contracts over $1 million).....................................E Subcontractors listed properly....................................................Er Dateand signature......................................................................�' Contractor's Qualification Statement ...................................................12l Completeand notarized ..............................................................i T ProposalSignature Page......................................................................Q,- AliAddenda acknowledged .. ......................................................E3- Date, signature and address .......................................................a... BidBond Form......................................................................................ta- Signature, sealed and dated........................................................Lr Powerof Attorney.......................................................................0 (Amount of bid bond shall equal 50/o of the total bid amount) CombinedDeclaration Form ................................................................. Signature .................................................................................... ®' ChangeOrder Form ............................................................................ , Bidder's Checklist................................................................................. The following forms are to be executed .after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Briscoe-Qesimone Levee Reach 1/Casteel 30 November 14, 2014 Project Number: 09-3011.5 Bond No. 106230638 PAYMENT AND PERFORMANCE BOND KENT" TO CITY OF KENT OAUup6,Vh ',. KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Tapani, Inc. as Principal, and Traveters Casualty and Surety Company of America Connecticut a Corporation organized and existing under the laws of the State of%hWillitt 'i, 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 KENT In the penal sum of $1,852,461.32--- , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered Into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of Briscoe-Des imone levee Improvements Reach 1 RM 14.47 to 14.64/Project Number: 09-3011.5 (which contract is referred to herein and is made a part hereof as though attached hereto), and i 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, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect, IN WITNESS WHEREOF, the above bounden parties have executed this Instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party Is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body, Briscoe-Desimone Levee Reach 1/Castcel 31 November 14, 2014 Projoat Number: 09.3011.5 TWO WITNESSES: Tapani, Inc. I PRINCIPAL (enter principal's napove) BY. f, t � L Y r"rr TITLE:- Y r f DATE: DATE: f 0, CORPORATE SEAL: PRINT NAME .. € r r f DATE; Travelers Casualty and Surety Company of America SURETY J p CORPORATE SEAL: BY: ( ✓ 1 ,. ri.." DATE: TITLE: Gloria Bruning, Attorney-in-fact ADDRESS: One Tower Square Hartford, CT 06183 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the, Corporation named as Principal in the within Bond; that -e-C, Who signed the said bond on behalf of the Principal of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. ; SECRETA Y OR SISTANT SECRETARY G, Briscoe-Desimone Levee Reach 1/Casteel 32 November 14,2014 Project Number: 09-3011.6 ANCHOR INSURANCE & SURETY, INC. cAi 500 Century Tower. 1201 S.W. 12th Avenue>Portland,OR 97205-2030• (503) 224-2500 e FAX(503)224.9830 NOTICE We have not dated your bond(s) or power of attorney. Until your contract is dated, we are unable to date your bond documents. The bond and corresponding power of attorney must not be dated prior to the construction agreement date. Once the appropriate date is known, please complete your bond and power of attorney documents by inserting the date where necessary. Thank you. s WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY TRAVELERSFarmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company t Fidelity and Guaranty Insurance Underwrites,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company 3� I Attorney-In Fact No. 224582 Certificate No. 006037127 KNOW .ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance _ Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty Laid Surety Company of America,and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a ' corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies'),and that the Companies do hereby male,constitute and appoint g s Gene M. Dietzman,Gloria Bruning,James P.Dooney,John D. Kltunp,Philip 0.Forker,Ray M.Paiement,Vicki Mather,J.Patrick Feeney II, Richard W.Kowalski,Brent Olson,Joel Dietzman,Taint Jones,Karen A.Pierce,and Christopher Reburn I I t of the City of Portland ,Slam of Ozegon ,their true and lawful.Attorney(s)-in-Fret, each in their separate capacity if more than one is named above to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of.guaranteeing the fidelity of persons guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. �I IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,Chis_ 28tb - day of August _ _ - 2014 I Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company t Fidelity and Guaranty Insurance Underwriters,Inc, Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company It St.Paul Guardian Insurance Company i 1 I .Ey ax`3`p,��tF*l9.Pr5c08uMr a e �`y-pNly� 9T7 0 omG*_s sHa casumps.,S, AY��Ie`itt teAYe2 faAaooNN. :.... 1NNs y� � I 4 State of Connecticut By: City of Hartford ss. Robert L.Raney, enior Vice President _.—On this the 2$th day of August. 2014 ,before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc., I. an Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Some,Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,end that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. y.7L7 n _ In Witness Whereof,I hereunto set my hand and official seal. My Commission expires the 30th day of June,2016. p �Iq tM Marie C.Tetreautt,Nosey Public f 58440-8-12 Printed in U.S.A. WARNING THIS.POWER OF ATTORNEY IS INVALID WITHOUTTHE RED BORDER :....,.--,IN .LID WITHOUT WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER - r This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casuahy Company,Fidelity s and Guaranty Insurance Company.Fidelity and Guaranty Insurance Underwriters tire. St Paul Fine and Manne Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company,which resolutions are now in frill force and effect,reading as follows: 4 RESOLVED,that the Chairman,the President,any Vice Chadrmau,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to aetfor and on behalf £� of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name-and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognisance.or conditional undertaking,and any of said officers or the Board of Directors at any time may remove may such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may $ delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing mid a copy 3 thereof is£riled in tine office of the Secretary;and it k FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by r Secretary or Assistant Secretary;or(b)duly executed(under seal,it inquired)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation oP authority; and it is t FURTHER RESOLVED,that the signature of each of the following oflicen President,any Executive Vice Resident,any Senior Vice President,any Vice President, s, any Assistant Vice President,any Secretary,any Assnstant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any ° certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and arresting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signamm or facsimile seal shall be valid and binding upon the Company and city such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on 5 g the Company in the future with respect to any bond or understanding to which it is attached. Z,Kevin E.Hughey,the undersigned,Assistant Secretary,of Far v mng[on Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance t Underwriters,Inc St.Paul Fire and Marine Insurance Company.St.Paul Guardian Insurance Company,St.Paul Memory Insurance Company,Travelers Casualty and t Surety Company,Travelers Casualty and Surety Company of America,and 1 toted States Fidelity mud Guaranty Company do hereby certify that the above and foregoing is a true and cosset copy of the Power of Attorney executed by said Companies.which is in full force and effect and has not been revoked. � IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of ,20 �t�^, ( _ Kevin E.Hughes,Assistant Sec lady GAOVe� p f�a XSi N41(`yt tY 4N9 he�s Sr"191 9`8 w2s,v6�O 19i tG (/J eto{ fir .�a\rFi' a e wSu FvoAxaL9rFs,.:,a>^ 46a ri. ,Lro entateP,D, cory Srli[ o ,x "v y7�IYA*NAWO � -Y(q93� s i to verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travehersbond,coni.Please refer to the Attorney-fit-Fact member,the above-named individuals and the details of the bond to which the power is attached. t i irk i s i« E E5 WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUTTHE RED BORDER CONTRACT THIS AGREEMENT, made in duplicate, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and i�rFt3/11 �r1C_m -- organized under the laws of the State of tVWt ,P `n: located and doing business atd R 6-fk `Na4c g4-UC Lry artJ , A ("Contractor"). WITNESS: In consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties agree as follows: 1 . The Contractor shall do all work and furnish all tools, materials, and equipment for: Briscoe-Desimone Levee Improvements Reach 1 RM 14.47 to 14.64/Project Number: 09-3011.5 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2014 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2014 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within one hundred (100) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in the Contract and every part thereof, except as mentioned in the specifications to be furnished by the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Briscoe-Desimone Levee Reach Masted 33 November 14, 2014 Project Number: 09-3011.5 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competentjurisdiction determine that this contract 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, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19A 22, including utilization of the 'one call" locator service before commencing any excavation activities. 9. Contractor shall fully cover any and all loads of loose construction materials, including but not limited to sand, dirt, gravel, asphalt, excavated materials, construction debris, etc, to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City. III Briscoe-Desimone Levee Reach 11Casteel 34 November 14, 2014 Project Number: 09-3011.5 CITY OF KENT t / y SUZETTE CO KE, MAYOR DATE: ATTEST: RONA-LD-F:-{4J18&F�E-,-G+T4-GL-E RK- O;-�--t{ t_4 Iw-,•! — t I APPROVED-ASYFOM fK AW QERAIRTMENT CONTRACTOR r' }} F` filMf'+,ql BY: 4 L t e �.'',�s`:•'2"i� PRINT NAME: ff r; TITLE: &f r/ { f 11 tel DATE: I i Briscoe-Desimone Levee Reach 11Casted 35 November 14, 2014 i Project Number: 09-301"1.5 II EXHIBIT INSURANCE REQU 1 REMENTS FOR BR I SCOE DES I MONE LEVEE CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1 . Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $10,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $10,000,000 per occurrence and in the aggregate. Stop Gap and Employer's Liability coverage must be included. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City, King County and the King County Flood Control Zone District shall be named as Additional Insureds under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City, the District and the County. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 4. Pollution Liability coverage for bodily injury, property damage and environmental damage resulting from sudden and accidental pollution and related cleanup costs incurred by the Contractor, all arising out of the work or services (including transportation risk, when applicable) to be performed under this contract. Briscoe-Desimone Levee Reach 11Casteel 36 November 14 2014 Project Number: 09-3011.5 EXHIBIT (Continued) P. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1 . Commercial General Liability insurance shall be written with minimum limits of $10,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $10,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of at least $1,000,000 per accident. 3. Pollution Liability insurance shall have a combined single limit per occurrence shall not less than $5,000,000. Annual aggregate shall not be less than $5,000,000. C. Other Insurance Provisions I The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1 . The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent, King County Flood District and King County shall be named as an additional insureds on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. Briscoe-Desimone Levee Reach 1/Casteel 37 November 14, 2014 Project Number: 09-3011.5 EXH 1 B IT A (Continued) D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. 'Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VIL G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. 9 o United States Longshore & Harbor workers This project may require LISL&H insurance. The Contractor is SOLELY responsible for determining this project has situs and status under the Longshore and Harbor Workers Compensation Act. The Contractor must procure the coverage as required by law. Should the Contractor fail to procure such coverage, they will hold the City of Kent, King County Flood Control Zone District and King County harmless. The Contractor will also indemnify all entities for any and all costs or expenses associated with this coverage. Briscoe-Desimone Levee Reach 11Ca5teel 38 November 14, 2014 Project Number: 09-3011.5 TAPAN-1 OP ID: RK L.., `''C"®`' CERTIFICATE ®F LIABILITY INSURANCE D02/03/2015Y) �...� o2ro3/2o1 s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Phone: 503.224-2500 COAM NTACT Robin RG Guzman Anchor insurance&Surety,Inc PHONE FA% 1201 SW 12th Ave.,Suite 500 Fax: 503.224-9830 NC,Ne,Eat1 503.224.2500 _ 1 O,Nor. 503-224-9830 Portland,OR 97205.2030 E-MAIL r anchorias.com Patrick Dropsy ADDRESS; uzman@anchorias.com _ INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:National Fire Ins,of Hartford 20478 INSURED Tapani,Inc. INSURERS:Valley Forge insurance Co 20508 Ta ani Underground,Inc. P 9 Conlin Casualty Co. 20443 PO Box 1900 INSURER C: _ _ ___. Battle Ground,WA 98604 INSURER D;Transportation Insurance Co._ _ 20494 INSUREREI 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BYPAID CLAIMS. ILTR1 TYPE OF INSURANCE U R POLICYEFF MMIDDIEXP LIMITS LTR POLICY NUMBER MMIDOIYYYV MMlDDIYYYY '.. 1 GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A FX _COMMERCIAL GENERAL LIABILITY 1 X X �5095022399 10/31/2014 10/31/2015 PREMISE$ Ea owunence} ._. $ _ 100,000 CLAIMS MADE 1 X..] OCCUR MED EXP(Any one person) $ 5,000 X I No XCU Exclusions PERSONAL&ADV INJURY $ 1,000,000 X iJobsite Poilulion GENERALAGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLI- PER: PRODUCTS-COMPIOP AGG $ 2,000,000 JECT POLICY X PRO- LOC Job Poll. $ 1,000,000 AUTO MOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 _ Ea accident 4$ B X ANY AUTO X X 2088423676 10/31/2014 10/31/2015 BODILY INJURY(Par p...r) ALL OWNED SCHEDAUTOS AUTOSULED BODILY INJURY(Per accident)IS _X H REDAUTOS )( NON-0WNED PROPERTY DAMAGE- _ AUTOS Peracgoh,rt)_. X Aofo Poll. Auto Pollution �g 1,000,00 X UMBRELLA LIAR X OCCUR EACH OCCURRENCE S 10,000,000 (,` EXCESS LIAB f CLAIMS-MADE X X 2088423693 10731/2014 10131@015 ACGREGATE. $ 16,000,000 AND EMPLOYERS'LIABILITY DED RETENTIONS S WORKERS COMPENSATION WCSIATJ OTH. TOR LlMiT$ X I ER A ANY PROPRIETORtPARTNER/EXECUTIVEY� NIA 15095022.399 10/31/2014 10131/2016 EL EACH ACCIDENT $ 1,000,000 BER OFFICER/MEM EXCLUDED4 WA STOP GAP(ELT (Mandatory" NH) j Ell- '. DIS EASE-EA EMPLOYE S 1,000,000 If yes,desc,ibe under ' DES^RIPTION OF OPERATIONS below E.L.DISEASE POLICY LIMIT $ 1,000,000 D ,Installation IBlkt Lim 1,000,00 Floater - i5091301966 101311201411013112015 Deduct. 2,50 I DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Affach ADDED 101,Additional Remarks Schedule,If more space Is requirand RE: Briscoe-Desimone Levee Improvements Reach 1 RM 14.47 to 14.64, Project #09-3011.5. City of Kent, King County Flood District and King County as additional insureds per the attached endorsements. See page 2. CERTIFICATE HOLDER CANCELLATION KENTC-1 I., SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Kent Public Works Department AUTHORIZED REPRESENTATIVE 400 West Gowe Kent,WA 98032 v ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD I NOTEPAD TAPAN-1 PAGE 2 INSURED'S NAME Tapani,Inc. OP ID: RK DATE 02/03/15 Certificate Holder and all required Entities are Additional Insured when required by written contract. Endorsements attached: G-140331-D (Ed. 01/13) ; G-18652-J (Ed. 07-12) ; CNA63359XX (Ed. (04/12) . I I i G-140331-D CNATapani Inc POLICY No.: 5095022399 (Ed. 01t13) BLANKET ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS — WITH PRODUCTS-COMPLETED OPERATIONS COVERAGE It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows: SCHEDULE (OPTIONAL) Name of Additional Insured Persons Or Organizations (As required by"written contract" per Paragraph A. below.) i, Locations of Covered Operations (As per the "written contract," provided the location is within the"coverage territory"of this Coverage Part.) A. Section II --Who Is An Insured is amended to include as an additional insured::: 1., Any person or organization whom you are required by"written contract" to add as an additional in"sured om this Coverage Part; and: 2. The particular person or organization, if any, scheduled above. B. The insurance provided to the additional insured is limited as follows: 1. The person or organization is an additional insured only with respect to liability for "bodily injury," "property damage,"or"personal and advertising injury"caused in whole or in part by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your ongoing operations specified in the"written contract"; or b. "Your work" that is specified in the "written contract" but only for "bodily injury" or "property damage" included in the "products-completed operations hazard," and only if: (1) The "written contract" requires you to provide the additional insured such coverage; and (2) This Coverage Part provides such coverage. 2. If the "written contract"specifically requires you to provide additional insurance coverage via the 10/01 edition of CG2010 (aka CG 20 10 10 01), or via the 10101 edition of CG2037 (aka CG 20 37 10 01), or via the 11185 edition of CG2010 (aka CG 20 10 11 85),then in paragraph B.1. above, the words 'caused in whole or in part by' are replaced by the words'arising out of'. 3. We will not provide the additional insured any broader coverage or any higher limit of insurance than: a. The maximum permitted by law; Id. That required by the "written contract'; c. That described in B.1. above;or d. That afforded to you under this policy, whichever is less. 4. Notwithstanding anything to the contrary in Condition 4. Other Insurance (Section IV), this insurance is excess of all other insurance available to the additional insured whether on a primary, excess, contingent or G-140331-D (Ed. 01/13) Page 1 of 2 Copyright,CNA All Rights Reserved. I'i i G-140331-D Tapanf Inc POLICY No.: 5095022399 (Ed 01113) any other basis. But'if:required;by the "written contract" to be primary and non-contributory, this insurances will be primary and non-contributory,relative to insurance on which the additional insured is a Named Insured.` 5. The insurance provided to the additional insured does not apply to "bodily injury," "property damage," or "personal and advertising injury" arising out of: a. The rendering of, or the failure to render, any professional architectural, engineering, or surveying services, including: (1) The preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and (2) Supervisory, inspection, architectural or engineering activities; or b. Any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this Coverage Part. C. SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: 1. The Duties In The Event of Occurrence, Offense, Claim or Suit condition is amended to add the following additional conditions applicable to the additional insured: An additional insured under this endorsement will as soon as practicable: (1) Give us written notice of an "occurrence" or an offense which may result in a claim or "suit" under this insurance, and of any claim or"suit"that does result; (2) Except as provided in Paragraph B.4. of this endorsement, agree to make available any other insurance the additional insured has for a loss we cover under this Coverage Part; (3) Send us copies of all legal papers received, and otherwise cooperate with us in the investigation, defense, or settlement of the claim or"suit'; and (4) Tender the defense and indemnity of any claim or "suit" to any other insurer or self insurer whose policy or program applies to a loss we cover under this Coverage Part. But if the "written contract" requires this insurance to be primary and non-contributory, this provision (4) does not apply to insurance on which the additional insured is a Named Insured. We have no duty to defend or indemnify an additional insured under this endorsement until we receive from the additional insured written notice of a claim or"suit." D. Only for the purpose of the insurance provided by this endorsement, SECTION V— DEFINITIONS is amended to add the following definition: "Written contract" means a written contract or written agreement that requires you to make a person or organization an additional insured on this Coverage Part, provided the contract or agreement: 1. Is currently in effect or becomes effective during the term of this policy; and 2. Was executed prior to: a. The "bodily injury"or"property damage"; or b. The offense that caused the "personal and advertising injury," for which the additional insured seeks coverage under this Coverage Part. All other terms and conditions of the Policy remain unchanged. Material used with permission of ISO Properties, Inc. G-140331-D (Ed. 01/13) Page 2 of 2 Copyright,CNA All Rights Reserved. G-18652-J CNATapanf Inc POLICY No.: 5095022399 (Ed. 07-12) CONTRACTORS' GENERAL LIABILITY EXTENSION ENDORSEMENT It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. The changes this endorsement makes do not apply with respect to any coverage that has been excluded or amended by another endorsement attached to this policy. SCHEDULE Coverage is summarized below. For particulars and limitations affecting each coverage, please refer to the corresponding policy provisions in the body of this endorsement. 1. Additional insureds' Seven additional insured extensions,, 2. Bodily Injury—Expanded Definition 3. Broad Knowledge of Occurrencel Notice of Occurrence 4. Broad Named Insured 5. Broadened Liability Coverage For Damage To"Your Product"And "Your Work" Limit:$100,000. 6. Contractual Liability—Railroads Expanded definition of"insured contract." 7. Contractual Liability For Personal And Advertising Injury 8. Electronic Data Liability Loss of Electronic Data Limit:$100,000. 9. Expanded Personal And Advertising Injury-Discrimination Or Humiliation 10. Expected Or Intended Injury Reasonable force—"bodily injury"or"property damage." 11.>General Aggregate limits Of Insurance- Per Project 12. In Rem Actions 13. Incidental Health Care Malpractice Coverage 14. Joint Ventures/Partnership/Limited Liability Companies Coverage for your interest in such terminated or ended organizations. 15. Legal Liability/Alienated Premises/Borrowed Equipment Coverage Extended perils. Default limit increased to$500,000 for Damage to Premises Rented To You. $25,000 limit for"property damage"to borrowed tools or equipment at a jobsite. 16. Liberalization Clause 17. Liquor Liability Coverage Extension 18. Medical Payments Limits increased to$15,000. Reporting increased to three years from the date of accident. 19. Non-owned Aircraft Coverage 20. Non-owned Watercraft Increased to 75 feet. 21 Primary And Non-Contributory To Other Insurance 22. Property Damage-Elevators 23. Supplementary Payments Cost of bail bonds increased to$5,000. Daily loss of earnings increased to$1,000. 24. Unintentional Failure To Disclose Hazards 25, Waiver of Subrogation-Blanket Waiver of subrogation where required by written contract or written agreement. 26. Wrap-Up Extension G-18652-J (Ed. 07-12) Page 1 of 12 Copyright,CNA All Rights Reserved. G-18652-J Tapani Inc POLICY No.: 5095022399 (Ed. 07-12) CNA 1. ADDITIONAL INSURED 2. With respect to the insurance afforded to these additional insureds, this insurance SECTION II—WHO IS AN INSURED is amended to does not apply to any "occurrence" which include as an insured any person or organization takes place after the equipment lease (called additional insured) described in paragraphs expires. A.through G. below whom you are required to add as an additional insured on this policy under a D. Lessor- Land written contract or written agreement, provided the An owner or other interest from whom land has written contract or written agreement: been leased by you but only with respect to I. Is currently in effect or becomes effective liability arising out of the ownership, during the term of this policy;and maintenance or use of that specific part of the land leased to you and subject to the following if. Was executed prior to the "bodily injury," additional exclusions: "property damage" or "personal injury and advertising injury" for which the additional This insurance does not apply to: insured seeks coverage. 1. Any "occurrence" which takes place after However, we will not provide the additional you cease to lease that land;or insured any broader coverage or any higher limit 2. Structural alterations, new construction or of insurance than the least that is: demolition operations performed by or on a. The maximum permitted by law; behalf of such additional insured. b. Required in the written contract or written E. Lessor- Premises agreement; A manager or lessor of premises but only with c. Afforded to you under this policy; or respect to liability arising out of the ownership, maintenance or use of that specific part of the d. Described in the applicable paragraphs A. premises leased to you and subject to the through G. below. following additional exclusions: A. Controlling Interest This insurance does not apply to: Any persons or organizations with a controlling 1. Any "occurrence" which takes place after interest in you but only with respect to their you cease to be a tenant in that premises; liability arising out of: or 1. Their financial control of you;or 2. Structural alterations, new construction or 2. Premises they own, maintain or control demolition operations performed by or on while you lease or occupy these premises. behalf of such additional insured. This insurance does not apply to structural F. Mortgagee,Assignee or Receiver alterations, new construction and demolition A mortgagee, assignee or receiver but only with operations performed by or for such additional respect to their liability as mortgagee, assignee, insured. or receiver and arising out of the ownership, B. Co-owner of Insured Premises maintenance, or use of a premises by you. A co-owner of a premises co-owned by you and This insurance does not apply to structural covered under this insurance but only with alterations, new construction or demolition respect to the co-owner's liability as co-owner of operations performed by or for such additional such premises. insured. C. Lessor- Equipment G. State or Governmental Agency or Subdivision or Political Subdivisions 1. Any person or organization from whom you lease equipment, but only with respect to A state or governmental agency or subdivision liability for "bodily injury," "property damage" or political subdivision subject to the following or "personal and advertising injury" caused, provisions: in whole or in part, by your maintenance, 1. This insurance applies only with respect to operation or use of equipment leased to you the following hazards for which the state or by such person or organization. governmental agency or subdivision or political subdivision has issued a permit or authorization in connection with premises G-18652-J (Ed. 07-12) Page 2 of 12 Copyright,CNA All Rights Reserved. i G-1865 CNATapani Inc POLICY No.: 5095022399 (Ed. 07-12)12) you own, rent, or control and to which this You must give us or our authorized insurance applies: representative notice of an 'occurrence," a. The existence, maintenance, repair, offense, claim, or "suit" only when the construction, erection, or removal of 'occurrence," offense, claim or "suit" is known advertising signs, awnings, canopies, to: cellar entrances, coal holes, driveways, (1) You, if you are an individual; manholes, marquees, hoistaway openings, sidewalk vaults, street (2) A partner, if you are a partnership; banners, or decorations and similar (3) An executive officer or the employee exposures;or designated by you to give such notice, if you b. The construction, erection, or removal are a corporation; or of elevators; or (4) A manager, if you are a limited liability c. The ownership, maintenance or use of company. any elevators covered by this insurance. B. NOTICE OF OCCURRENCE 2. This insurance applies only with respect to Your rights under this Coverage Part will not be operations performed by you or on your prejudiced if you fail to give us notice of an behalf for which the state or governmental "occurrence,"offense, claim or"suit"and that agency or subdivision or political subdivision failure is solely due to your reasonable belief has issued a permit or authorization. that the"bodily injury"or"property damage" is 3. This insurance does not apply to: not covered under this Coverage Part. However, you shall give written notice of this "occurrence," a. "Bodily injury," "property damage" or offense,claim or"suit"to us as soon as you are "personal and advertising injury" arising aware that this insurance may apply to such out of operations performed for the "occurrence,"offense claim or"suit." federal government, state or municipality;or 4. BROAD NAMED INSURED b. 'Bodily injury" or "property damage" A. Any subsidiary or affiliate organization, other included within the "products-completed than a partnership, joint venture or limited operations hazard." liability company, in which a Named Insured specifically shown in the Declarations has A governmental permit which requires you to management control, directly or through one or add the governmental entity as an additional more subsidiary organizations, at the time of insured will trigger this Provision 1. as if the loss will qualify as a Named Insured but only if permit were a written contract. there is no other similar insurance available to 2. BODILY INJURY—EXPANDED DEFINITION such organization, nor similar insurance which would be available but for exhaustion of its SECTION V—DEFINITIONS, the definition of limits. For the purpose of this provision, similar "bodily injury" is changed to read: insurance means general liability or equivalent "Bodily injury" means bodily injury, sickness or insurance, no matter whether its coverage is broader or narrower than that provided by this disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury insurance. But if the only other similar insurance by that person at any time which results as a is for a "consolidated (wrap-up) program,' then a subsidiary that qualifies as consequence of the bodily injury, sickness or a Named Insured in on such project-specific insurance can still disease. qualify as a Named Insured on this insurance, 3. BROAD KNOWLEDGE OF OCCURRENCE/ but not for projects covered by the"consolidated NOTICE OF OCCURRENCE (wrap-up) program." Condition 2. Duties in The Event of Occurrence, [Please see Item 26.C.of this endorsement for Offense, Claim or Suit of SECTION IV— the definition of"consolidated (wrap-up) COMMERCIAL GENERAL LIABILITY program."] CONDITIONS is amended to add the following B. This endorsement does not apply to any provisions: organization for which coverage is excluded by A. BROAD KNOWLEDGE OF OCCURRENCE another endorsement attached to this policy. C. Only for the purpose of this endorsement: G-18652-J (Ed. 07-12) Page 3 of 12 Copyright,CNA All Rights Reserved. G-18652-J CNATapani Inc POLICY No.: 5095022399 (Ed. 07-12) 1. Management control means: 1. Damage to Your Work a. Ownership interest representing more "Property damage"to "your work" arising out of than 50% of the voting, appointment, or it, or any part of it and included in the "products- designation power for the subsidiary completed operations hazard." organization's governing body; or This exclusion does not apply: b. Having the right, pursuant to a written contract, or pursuant to the by-laws, (1) If the damaged work or the work out of charter, operating agreement, or similar which the damage arises was performed on your behalf by a document of a specifically shown subcontractor; or Named Insured or controlled subsidiary organization to select, appoint, or (2) If the cause of loss to the damaged designate a majority of the subsidiary work arises as a result of: organization's governing body. Such contract or document must have been (a) Fire; created prior to the time of loss;or (b) Smoke; c. Having the right, pursuant to a written (c) Collapse;or trust agreement, to protect, control the use of, encumber or transfer and sell (d) Explosion. property held by a trust. B. The following paragraph is added to SECTION 2. Governing body means the Board of III—LIMITS OF INSURANCE: Directors of a corporation. Subject to 5. above, $100,000 is the most we 3. Loss means: will pay under Coverage A for the sum of damages arising out of any one "occurrence" a. The occurring of the "bodily injury" or because of"property damage"to "your product" "property damage"; or and "your work"that is caused by fire, smoke, b. The committing of the offense that collapse or explosion and is included within the caused the "personal and advertising "product-completed operations hazard." This injury." sublimit does not apply to"property damage"to "your work" if the damaged work or the work out D. The insurance provided by this policy applies to of which the damage arises was performed on Named Insureds when trading under their own your behalf by a subcontractor. names, or under such trading names or doing- business-as (DBA) names as any should C. This Provision 5. Broadened Liability choose to employ. Coverage For Damage To "Your Product" And "Your Work" does not apply if an 5. BROADENED LIABILITY COVERAGE FOR endorsement of the same name is attached to DAMAGE TO "YOUR PRODUCT" AND "YOUR this policy. WORK" 6. CONTRACTUAL LIABILITY— RAILROADS A. Under SECTION I — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE With respect to operations performed within 50 feet LIABILITY, Paragraph 2. Exclusions is amended of railroad property, the definition of"insured to delete exclusions k. and I. and replace them contract" in SECTION V—DEFINITIONS is with the following: replaced by the following: [This insurance does not apply to:] "Insured Contract" means: k. Damage to Your Product a. A contract for a lease of premises. However, that portion of the contract for a lease of "Property damage"to "your product"arising premises that indemnifies any person or out of it, or any part of it except when organization for damage by fire to premises caused by or resulting from: while rented to you or temporarily occupied by (1) Fire; you with permission of the owner is not an "insured contract"; (2) Smoke; b. A sidetrack agreement; (3) Collapse;or c. Any easement or license agreement; (4) Explosion. G-18652-J (Ed. 07-12) Page 4 of 12 Copyright,CNA All Rights Reserved. i G-18652-J CNATapani Inc POLICY No.: 5095022399 (Ed. 07-12) d. An obligation, as required by ordinance, to Damages arising out of the loss of, loss of use indemnify a municipality, except in connection of, damage to, corruption of, inability to access, with work for a municipality; or inability to manipulate "electronic data" that e. An elevator maintenance agreement; does not result from physical injury to tangible property. f. That part of any other contract or agreement However, this exclusion does not apply to pertaining to your business (including an indemnification of a municipality in connection liability for damages because of"bodily injury." with work performed for a municipality) under B. The following paragraph is added to SECTION which you assume the tort liability of another III—LIMITS OF INSURANCE: party to pay for "bodily injury" or "property damage" to a third person or organization. Tort Subject to 5. above, $100,000 is the most we liability means a liability that would be imposed will pay under Coverage A for all damages by law in the absence of any contract or arising out of any one"occurrence" because of agreement. "property damage"that results from physical injury to tangible property and arises out of Paragraph f. does not include that part of any "electronic data." contract or agreement: C. The following definition is added to the (1) That indemnifies an architect, engineer or SECTION V—DEFINITIONS: surveyor for injury or damage arising out of: "Electronic data" means information, facts or (a) Preparing, approving or failing to programs stored as or on, created or used on, prepare or approve maps, shop or transmitted to or from computer software drawings, opinions, reports, surveys, (including systems and applications software), field orders, change orders or drawings hard or floppy disks, CD-ROMS, tapes, drives, and specifications;or cells, data processing devices or any other (b) Giving directions or instructions, or media which are used with electronically controlled equipment. failing to give them, if that is the primary cause of the injury or damage; D. For the purposes of the coverage provided by (2) Under which the insured, if an architect, this endorsement, the definition of "property engineer or surveyor, assumes liability for damage" in the following: SECTION V — DEFINITIONS is replaced by an injury or damage arising out of the insured's rendering or failure to render 17. "Property damage" means: professional services, including those listed a. Physical injury to tangible property, architectural above and supervisory, inspection, including all resulting loss of use of that aectural or engineering activities. property. All such loss of use shall be 7. CONTRACTUAL LIABILITY FOR PERSONAL deemed to occur at the time of the AND ADVERTISING INJURY physical injury that caused it; Under SECTION 1—COVERAGE B—PERSONAL b. Loss of use of tangible property that is AND ADVERTISING INJURY LIABILITY, Paragraph not physically injured. All such loss of 2. Exclusions is amended to delete exclusion e. use shall be deemed to occur at the Contractual Liability. time of the "occurrence" that caused it; This provision 7.does not apply to any person or or organization who otherwise qualifies as an c. Loss of, loss of use of, damage to, additional insured on this Coverage Part. corruption of, inability to access, or 8. ELECTRONIC DATA LIABILITY inability to properly manipulate "electronic data," resulting from physical A. Under SECTION I — COVERAGE A — BODILY injury to tangible property. All such loss INJURY AND PROPERTY DAMAGE, of "electronic data" shall be deemed to Paragraph 2. Exclusions is amended to delete occur at the time of the "occurrence" exclusion p. Electronic Data and replace it with that caused it. the following: For the purposes of this insurance, [This insurance does not apply to:] "electronic data" is not tangible property. p. Electronic Data E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to this G-18652-J (Ed. 07-12) Page 5 of 12 Copyright,CNA All Rights Reserved. i i G-1865 CNATapani Inc POLICY No.: 5095022399 (Ed. 07-12)12) policy, then the $100,000 limit provided by this Intended Injury and replace it with the Provision 8. Electronic Data Liability is part of, following: and not in addition to,that higher limit. [This insurance does not apply to:] 9. EXPANDED PERSONAL AND ADVERTISING INJURY - DISCRIMINATION OR HUMILIATION a. Expected or Intended Injury A. SECTION V—DEFINITIONS is amended to add "Bodily injury" or"property damage" the following to the definition of "Personal and expected or intended from the standpoint of advertising injury": the insured. This exclusion does not apply to"bodily injury"or"property damage" h. Discrimination or humiliation that results in resulting from the use of reasonable force injury to the feelings or reputation of a to protect persons or property. natural person, but only if such 11. GENERAL AGGREGATE, LIMITS OF: discrimination or humiliation is: INSURANCE-PER PROJECT: (1) Not done intentionally by or at the A. For each (construction project away from direction of: premises you: own ou rent, a! separate. (a) The insured; or Construction, Project General: Aggregate, (b) Any "executive officer," director, limit; equal to the amount of,the General' stockholder, partner, member or Aggregate Limit, is the most we'will pay for manager(if you are a limited liability the sum of: company) of the insured; and 1. All damages under Coverage A, except (2) Not directly or indirectly related to the damages because of "bodily,injury":or employment, prospective employment, "property. damage" .included 1n, the past employment or termination of products-completed operations: employment of any person or persons hazard;and by any insured. 2. All medical expenses under Coverage'; B. Under SECTION I — COVERAGE B — C' PERSONAL AND ADVERTISING INJURY that arise, from "occurrences" or LIABILITY, Paragraph 2. Exclusions is accidents which,.can be attributed solely; amended to add the following additional to ongoing operations, at that exclusions: construction project. Such, payments. [This insurance does not apply to:] shall not.reduce the General Aggregate: Limit shown, in the Declarations, hor the: Discrimination Relating To Room, Construction Project Aggregate Limit of: Dwelling or Premises any other construction project. "Personal or advertising injury"caused by B. Ali; discrimination directly or indirectly related to 1,, Damages under Coverage B, regardless of the sale, rental, lease or sub-lease or the number of locations or construction prospective sale, rental, lease or sub-lease projects involved; of any room, dwelling or premises by or at the direction of any insured. 2. Damages under Coverage A, caused by, Fines Or Penalties "occurrences" which cannot bt attributed, solely to ongoing operations at .a single. Fines or penalties levied or imposed by a construction project, except damages: governmental entity because of because of "bodily: injury" or "property discrimination. damage", included in the, "products-; This provision 9. does not apply to any person completed operations hazard";and or organization who otherwise qualifies as an 3. Medical expenses under Coverage C' additional insured on this Coverage Part. caused by accidents. which-: cannot be 10. EXPECTED OR INTENDED INJURY attributed solely to ongoing operations at 'a, single construction project, Under SECTION I—COVERAGE A—BODILY will reduce the General Aggregate Limit shown: INJURY AND PROPERTY DAMAGE in the Declarations. LIABILITY, Paragraph 2. Exclusions is amended to delete exclusion a. Expected or G-18652-J (Ed. 07-12) Page 6 of 12 Copyright,CNA All Rights Reserved. i G-18652-J CNATapani Inc POLICY No.: 5095022399 (Ed. 07-12) C. The limits shown in the Declarations for Each (a) "Bodily injury" caused by a "health Occurrence, for Damage To Premises Rented care incident" will be considered To You and for Medical Expense continue to caused by an "occurrence'; and apply, but will be subject to either. the: (b) All acts, errors or omissions that Construction Project Aggregate, Limit or the are logically connected by any General,Aggregate Limit, depending on whether common fact, circumstance, the "occurrence" can be attributed solely to situation, transaction, event, advice ongoing operations at'a particular construction. or decision will be considered to project. constitute a single"occurrence'; D. When coverage for liability arising .out of' the. (2) The "bodily injury" occurs during the "products-completed operations hazard" is provided, any payments for damages because; policy period. All "bodily injury" arising of "bodily,injury" or "property damage" included, from an "occurrence" will be deemed to in the "products completed operations hazard,", have occurred at the time of the first regardless of the number of locations involved act, error, or omission that is part of the will reduce the Products-Completed Operations "occurrence";and Aggregate Limit shown in the Declarations,p B. With respect only to the insurance provided by E. It a single construction project away, from this Provision 13., Exclusion 2.e. Employer's premises owned by or rented to the insured has Liability of SECTION 1 — COVERAGE A — been abandoned and then restarted, or, if the, BODILY INJURY AND PROPERTY DAMAGE, authorized contracting parties deviate from, is amended to append the following: pfans, blueprints, designs, specifications or Only for "bodily injury" not covered by other timetables,the project will still bedeemed to be liability insurance (including state-sanctioned the same construction;project., self insurance) available to the insured (or which F. The provisions of SECTION III —.LIMITS ©F would be available but for exhaustion of its limits), this exclusion does not apply to "bodily INSURANCE not 'otherwise modified by;.this:- j endorsement shall continue, to apply as; injury"that arises out of a"health care incident." stipulated. C. SECTION V—DEFINITIONS is amended to add 12. IN REM ACTIONS the following new definition: Any action in rem against any vessel owned or "Health care incident" means a negligent act, operated by or for you, or chartered by or for you will error or omission by your "employees" or be treated in the same manner as though the action 'volunteer workers" working on your behalf in were in personam against you. the rendering of or failure to render professional health care services in any of the following In rem is a term used to designate actions instituted capacities, or the related furnishing of food, against the thing, as distinct from actions against beverages, medical supplies or appliances: the person, which are said to be in personam. a. Physician; 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE b. Nurse; A. With respect only to "bodily injury" that arises c. Emergency medical technician; out of a "health care incident," COVERAGE A— d. Paramedic; BODILY INJURY AND PROPERTY DAMAGE LIABILITY OF SECTION I — COVERAGES is e. Chiropractor; amended to replace Insuring Agreement f. Dentist; Paragraphs 1.b.(1) and 1.b.(2) with the following: g. Athletic trainer; It. This insurance applies to "bodily injury"only h. Audiologist; if you are not in the business of providing I. Physical therapist; professional health care services, and only if: j. Psychologist; (1) The "bodily injury" is caused by an k. Speech therapist; "occurrence" that takes place in the 1. Other allied health professional; or "coverage territory." For the purpose of this insurance: G-18652-J (Ed. 07-12) Page 7 of 12 Copyright,CNA All Rights Reserved. I G-18652-J CNATapani Inc POLICY No.: 5095022399 (Ed. 07-12) m. Provider of first aid or Good Samaritan a. "bodily injury" to a co-"volunteer worker" services rendered in an emergency and for while performing duties related to the which no payment is demanded or received. conduct of your business;and D. SECTION I—COVERAGE A—BODILY INJURY b. "bodily injury" to an "employee" while in AND PROPERTY DAMAGE, Paragraph 2. the course of the "employee's" Exclusions is amended to add the following employment by you or while performing additional exclusions. These new exclusions duties related to the conduct of your apply only to this Incidental Health Care business; Malpractice Coverage: when such "bodily injury" arises out of a [This insurance does not apply to:] "health care incident." Dishonesty or Crime 3. Paragraphs 2.a. (1)(a), (b) and (c) of Any dishonest, criminal or malicious act, error or SECTION II — WHO IS AN INSURED do not apply to 'bodily injury' for which omission. insurance is provided this Provision 13. Clinical Trials/Product Testing 4. Paragraph 2.a.(1)(d) of SECTION II —WHO Acts, errors or omissions that occur in the IS AN INSURED is deleted. course of human clinical trials or product G. With respect to the insurance provided by this testing. Provision 13., the following is added to Medicare/Medicaid Fraud Paragraph 4.b.(1) of SECTION IV — Medicare or Medicaid fraud or abuse. COMMERCIAL GENERAL LIABILITY CONDITIONS: Services Excluded by Endorsement To the extent this insurance applies, it is excess Any "health care incident" for which coverage is over any of the other insurance (including excluded by endorsement, qualified self insurance), whether primary, excess, contingent or on any other basis, except E. SECTION V—DEFINITIONS is amended to add for insurance purchased specifically by you to the following subparagraph to Paragraph f. of be excess of this policy. the definition of"insured contract": 14. JOINT VENTURES / PARTNERSHIP / LIMITED Paragraph f. does not include that part of any LIABILITY COMPANIES contract or agreement: A. The following is added to SECTION If — WHO (4) Under which you assume another's tort IS AN INSURED: liability for "bodily injury" arising out of the rendering of or failure to render professional 4. You are an insured when you had an health care services. interest in a joint venture, partnership or IS limited liability company which terminated or F. SECTION II — WHO IS AN INSURED is amended to add the folio provisions: ended prior to or during this policy period, 9 P but only to the extent of your interest in such 1. Your "employees" are insureds with respect joint venture, partnership or limited liability to: company. This coverage does not apply: a. "bodily injury" to a co-"employee" while a. Prior to the termination date of any joint in the course of the co-"employee's" venture, partnership or limited liability employment by you or while performing company; duties related to the conduct of your b. If there is other valid and collectible business; and insurance purchased specifically to b. "bodily injury" to a "volunteer worker" insure the partnership, joint venture or while performing duties related to the limited liability company;or conduct of your business; c. To a joint venture, partnership or limited when such "bodily injury" arises out of a liability company which is or was "health care incident." insured under a"consolidated (wrap-up) 2. Your "volunteer workers" are insureds with insurance program." respect to: G-18652-J (Ed. 07-12) Page 8 of 12 Copyright,CNA All Rights Reserved. G-18652-J CNATapani Inc POLICY No.: 5095022399 (Ed. 07-12) [Please see Item 26.C. of this endorsement Paragraphs (1), (3) and (4) of this exclusion for the definition of "consolidated (wrap-up) do not apply to "property damage" (other program."] than damage by fire) to premises rented to B. The last paragraph of SECTION 11 — WHO IS you or temporarily occupied by you with the AN INSURED is deleted and replaced by the permission of the owner, or to the contents following: of premises rented to you for a period of 7 or fewer consecutive days. A separate limit Except as provided under the Contractors' of insurance applies to Damage To General Liability Extension Endorsement or by Premises Rented To You as described in the attachment of another endorsement (if any), SECTION III—LIMITS OF INSURANCE, no person or organization is an insured with respect to the conduct of any current or past Paragraphs (3), (4), (5) and of this partnership, joint venture or limited liability exclusion do not apply to liabilityy assumed company that is not shown as a Named Insured under a sidetrack agreement. in the Declarations. Paragraph (6) of this exclusion does not 15. LEGAL LIABILITY/ALIENATED PREMISES/ apply to "property damage" included in the BORROWED EQUIPMENT "products-completed operations hazard." A. Under SECTION 1 — COVERAGE A — BODILY B. Under SECTION 1 — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE, INJURY AND PROPERTY DAMAGE the last Paragraph 2. Exclusions is amended to delete paragraph of Paragraph 2. Exclusions is deleted exclusion j. Damage to Property in its entirety and replaced by the following. and replace it with the following: Exclusions c. through n. do not apply to [This insurance does not apply to:] damage by fire to premises while rented to you or temporarily occupied by you with permission J. . Damage to Property of the owner nor to the contents of premises rented to you for a period of 7 or fewer "Property damage"to: consecutive days. (1) Property you own, rent, or occupy; A separate limit of insurance applies to this (2) Premises you sell, give away or coverage as described in SECTION III—LIMITS abandon, if the "property damage" OF INSURANCE. arises out of any part of those C. The following paragraph is added to SECTION premises; III—LIMITS OF INSURANCE: (3) Property loaned to you; Subject to 5. above, $25,000 is the most we will (4) Personal property in the care, custody pay under Coverage A for damages arising out or control of the insured; of any one "occurrence" because of "property damage" to tools or equipment loaned to you by (5) That particular part of real property on others that occurs while the equipment is being which you or any contractors or used to perform operations. subcontractors working directly or indirectly on your behalf are performing D. Paragraph 6. Damage To Premises Rented To operations, if the "property damage" You Limit of SECTION III — LIMITS OF arises out of those operations;or INSURANCE is replaced by the following: (6) That particular part of any property that 6. Subject to Paragraph 5. above, (the Each must be restored, repaired or replaced Occurrence Limit), the Damage To because "your work" was incorrectly Premises Rented To You Limit is the most performed on it. we will pay under SECTION — I — COVERAGE A for damages because of Paragraph (2) of this exclusion does not "property damage" to any one premises apply if the premises are"your work." while rented to you or temporarily occupied Paragraphs (3) and (4) of this exclusion do by you with the permission of the owner, not apply to "property damage" to tools or including contents of such premises rented equipment loaned to you. A separate limit to you for a period of 7 or fewer consecutive of insurance applies to such tools or days. The Damage To Premises Rented To equipment that are damaged while being You Limit is the greater of: used in your operations. a. $500,000;or G-18652-J (Ed. 07-12) Page 9 of 12 Copyright,CNA All Rights Reserved. G-18652-J CNATapani Inc POLICY No.: 5095022399 (Ed. 07-12) b. The Damage To Premises Rented To This paragraph B. does not apply to medical You Limit shown in the Declarations. expenses incurred in the state of Missouri. E. Paragraph 4.b.(1)(a)(li) of SECTION IV — 19. NON-OWNED AIRCRAFT COMMERCIAL GENERAL LIABILITY Under SECTION 1—COVERAGE A—BODILY CONDITIONS is deleted and replaced by the INJURY AND PROPERTY DAMAGE LIABILITY. following: Paragraph 2. Exclusions is amended such that (ii) That is property insurance for premises exclusion g.Aircraft, Auto or Watercraft does not rented to you, for premises temporarily apply to an aircraft you do not own, provided that: occupied by you with the permission of the 1. The pilot in command holds a currently effective your caree,, custody or control; owner; for personal property of others in certificate issued by the duly constituted authority of the United States of America or F. This Provision 15. does not apply if Damage To Canada, designating that person as a Premises Rented To You Liability under commercial or airline transport pilot; SECTION — I — COVERAGE A is excluded by 2. The aircraft is rented to you with a trained, paid endorsement. crew; and 16. LIBERALIZATION CLAUSE 3. The aircraft does not transport persons or cargo If we adopt a change in our forms or rules which for a charge. would broaden coverage for contractors under this 20. NON-OWNED WATERCRAFT endorsement without an additional premium charge, your policy will automatically provide the additional Under SECTION I-COVERAGE A—BODILY coverage as of the date the revision is effective in INJURY AND PROPERTY DAMAGE LIABILITY, your state. Paragraph 2. Exclusions is amended to delete 17. LIQUOR LIABILITY subparagraph (2) of exclusion g.Aircraft, Auto or Watercraft and replace it with the following. Under SECTION 1—COVERAGE A—BODILY INJURY AND PROPERTY DAMAGE, Paragraph 2. [This exclusion does not apply to:] Exclusions is amended to delete exclusion c. (2) A watercraft you do not own that is: Liquor Liability. (a) Less than 75 feet long; and organization who otherwise qualifies as an This provision 17, does not apply any person or (b) Not being used to carry persons or property additional insured on this Coverage Part. for a charge. 18. MEDICAL PAYMENTS 2t. PRIMARY AND NON-CONTRIBUTORY TO OTHER:INSURANCE A. Paragraph 7. Medical Expense Limit, of SECTION III — LIMITS OF INSURANCE is With respect to any person or;organization that is,an deleted and replaced by the following: additional insured under this Coverage Part,.the, following is added to Paragraph 4. of SECTION IV- 7. Subject to Paragraph S. above (the Each COMMERCIAL GENERAL LIABILITY Occurrence Limit), the Medical Expense CONDITIONS`: Limit is the most we will pay under If you have agreed'in writing In a contract or SECTION — I — COVERAGE C for all yg medical expenses because of "bodily injury" agreement that this,insurance is primary and non;. sustained by any one person. The Medical contributory relative to an additional insured's own: Expense Limit is the greater of: insurance,then this insurance is primary,and we Will, not seek contribution from that other insurance, Fgr> (1) $15,000; or the purpose of this Provision 21.,the additional (2) The amount shown in the Declarations insured's own insurance means insurance on which;- for Medical Expense Limit. the additional insured is a Named Insured., B. Paragraph 1.a.(3)(b) of SECTION I — This Provision 21 does not apply,in situations COVERAGE C MEDICAL PAYMENTS, is where the endorsement on this policy affording replaced by the following: coverage to the additional insured specifies that this;; Insurance is excess over any other insurance (b) The expenses are incurred and reported to available to that additional insured, us within three years of the date of the accident; and 22 PROPERTY DAMAGE— ELEVATORS G-18652-J (Ed. 07-12) Page 10 of 12 Copyright,CNA All Rights Reserved. G-18652-J CNATapani Inc POLICY No.: 5095022399 (Ed. 07-12) A. Under SECTION I — COVERAGE A — BODILY However, this waiver applles`only when you have INJURY AND PROPERTY DAMAGE, agreed in writing to waive such rights of;recovery in. Paragraph 2. Exclusions is amended such that a contract or agreement, and only if the contract or exclusion It. Damage to Your Product, and agreement:; subparagraph (3), (4) and (6) of exclusion j.Damage to Property do not apply "property 1, Is to effect or becomes effective during the term damage"that results from the use of elevators. of this policy;and B. With respect only to the coverage provided by 2. Was executed prior to loss., this endorsement, Condition 4. Other 26. WRAP-UP EXTENSION: OWNER CONTROLLED Insurance in SECTION IV — COMMERCIAL INSURANCE PROGRAM, CONTRACTOR GENERAL LIABILITY CONDITIONS is CONTROLLED INSURANCE PROGRAM OR amended to add the following subparagraph CONSOLIDATED (WRAP-UP) INSURANCE b.(1)(a)(v): PROGRAMS 4. Other Insurance Note: The following provision does not apply to any le. Excess Insurance public construction project in the state of Oklahoma, nor to any construction project in the state of (1) This insurance is excess over: Alaska, that is not permitted to be insured under a (a) Any of the other insurance, "consolidated (wrap-up) insurance program" by whether primary, excess, applicable state statute or regulation: contingent or on any other If the endorsement EXCLUSION— basis: CONSTRUCTION WRAP-UP or another (v) That is Property insurance exclusionary endorsement pertaining to Owner covering property others Controlled Insurance Programs (O.C.I.P.) or damaged from the use Contractor Controlled Insurance Programs elevators. (C.C.I.P.) is attached to this policy, then the following changes apply: 23. SUPPLEMENTARY PAYMENTS A. The following wording is added to the A. Under Section I—Supplementary Payments — endorsement: Coverages A and B, Paragraph 1.b.,the limit of $250 shown for the cost of bail bonds is With respect to a "consolidated (wrap-up} insurance program" project in which you are or replaced by$5,000: were involved, this exclusion does not apply to B. In Paragraph 1.d., the limit of $250 shown for those sums you become legally obligated to pay daily loss of earnings is replaced by$1,000. as damages because of: 24. UNINTENTIONAL FAILURE TO DISCLOSE 1. "Bodily injury," "property damage," or HAZARDS "personal or advertising injury" that occurs If unintentionally you should fail to disclose all during your ongoing operations at the existing hazards at the inception date of your policy, project, or during such operations of anyone acting on your behalf; nor we will not deny coverage under this Coverage Part because of such failure. 2. "Bodily injury" or "property damage" 25. WAIVER OF SUBGROGATION - BLANKET included within the "products-completed operations hazard" that arises out of those Under SECTION IV—COMMERCIAL GENERAL portions of the project that are not LIABILITY CONDITIONS, The Transfer Of Rights; "residential structures." Of Recovery Against Others To Us Condition is B. SECTION IV — COMMERCIAL GENERAL amended by the addition of the following; LIABILITY CONDITIONS is amended to add the We waive any right of recovery we may have following subparagraph 4.b.(1)(c) to Condition against any person or organization because of 4. Other Insurance: payments we make for injury or damage ansingout [This insurance is excess over:] of:, (c) Any of the other insurance whether primary, 1. Your ongoing operations;or excess, contingent or any other basis that is 2. "Your work" included in the"products completed' insurance available to you as a result of operations hazard.-" your being a participant in a "consolidated (wrap-up) insurance program," but only as G-18652-J (Ed. 07-12) Page 11 of 12 Copyright,CNA All Rights Reserved. G-18652-J CNATapani Inc POLICY No.: 5095022399 (Ed. 07-12) respects your involvement in that residency including but not limited to single or "consolidated (wrap-up) insurance multifamily housing, apartments, condominiums, program." townhouses, co-operatives or planned unit C. SECTION V— DEFINITIONS is amended to add developments and also includes their common the following definition: areas and/or appurtenant structures (including pools, hot tubs, detached garages, guest "Consolidated (wrap-up) insurance program" houses or any similar structures). When there is means a construction, erection or demolition no individual ownership of units, residential project for which the prime contractor/project structure does not include military housing, manager or owner of the construction project college/university housing or dormitories, long has secured general liability insurance covering term care facilities, hotels, or motels. some or all of the contractors or subcontractors Residential structure also does not include involved in the project, such as an Owner hospitals or prisons. Controlled Insurance Program (O.C.I.P.) or This provision 26.does not apply to any person Contractor Controlled Insurance Program or organization who otherwise qualifies as an (C.C.I.P.). additional insured on this Coverage Part. "Residential structure" means any structure where 30% or more of the square foot area is used or is intended to be used for human I All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. Material used with permission of ISO Properties, Inc i G-18652-J (Ed. 07-12) Page 12 of 12 Copyright,CNA All Rights Reserved. CNA63359XX CIVA Tapani Inc. POLICY No. 2088423676 (Ed. 04/12) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS EXTENDED COVERAGE ENDORSEMENT - BUSINESS AUTO PLUS - This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. LIABILITY COVERAGE name, with your permission, while performing duties related to the conduct of your business. A. Who Is An Insured "Policy," as used in this provision A. Who Is An The following is added to Section II, Paragraph Insured, includes those policies that were in force A.1.,Who Is An Insured: on the inception date of this Coverage Form but: 1. a. Any incorporated entity of which the 1. Which are no longer in force;or Named Insured owns a majority of the 2, Whose limits have been exhausted. voting stock on the date of inception of this Coverage Form;provided that, B. Bail Bonds and Loss of Earnings b. The insurance afforded by this provision Section Il, Paragraphs A.2. (2) and A.2. (4) are A.I. does not apply to any such entity revised as follows: that is an "insured" under any other liability"policy"providing"auto"coverage. 1. In a.(2), the limit for the cost of bail bonds is 2. Any organization you newly acquire or form, changed from$2,000 to$5,000; and other than a limited liability company, 2. In a.(4), the limit for the loss of earnings is partnership or joint venture, and over which changed from $250 to$500 a day. you maintain majority ownership interest. C. Fellow Employee The insurance afforded by this provision A.2.: Section Il, Paragraph B.5 does not apply. a. Is effective on the acquisition or formation Such coverage as is afforded by this provision C. date, and is afforded only until the end of is excess over any other collectible insurance. the policy period of this Coverage Form, or the next anniversary of its inception If. PHYSICAL DAMAGE COVERAGE date,whichever is earlier: A. Glass Breakage — Hitting A Bird Or Animal — b. Does not apply to: Falling Objects Or Missiles m (1) "Bodily injury" or "property damage" The following is added to Section III, Paragraph caused by an "accident" that A.3.: occurred before you acquired or With respect to any covered "auto," any deductible formed the organization;or shown in the Declarations will not apply to glass M (2) Any such organization that is an breakage if such glass is repaired, in a manner "Insured" under any other liability acceptable to us, rather than replaced. "policy"providing "auto"coverage. B. Transportation Expenses 3. Any person or organization that you:.are Section III, Paragraph A.4.a. is revised, with required by a written contract to name as an additional insured Is an "insured"but only with" respect to transportation expense incurred by you, respect to their legal "liability, for acts 'orr to provide: omissions of a person, who qualifies as an a. $60 per day, in lieu of$20;subject to "insured under Section ll —1 Who is An Insured and for whom l ability Coverage is b. $1,800 maximum, in lieu of$600. afforded under this policy. If required, by C. Loss of Use Expenses written contract, this insurance will be primary and non-contributory to insurance on which Section III, Paragraph AA.b. is revised, with the additional insured is a Named In respect to loss of use expenses incurred by you, to provide: 4. An "employee" of yours is an "insured" while operating an "auto" hired or rented under a a. $1,000 maximum, in lieu of$600. contract or agreement in that "employee's" CNA63359XX copyright,cNA corporation,2000. Page 1 of 3 (Ed. 04/12) Includes copyrighted material of the Insurance Services Office used with its permission. CNA63359XX Tapani Inc. POLICY No.2088423676 (Ed. 04/12) D. Hired"Autos" d. A $100 per occurrence deductible applies to The following is added to Section Ill. Paragraph the coverage provided by this provision. A.: G. Diminution In Value S. Hired "Autos" The following is added to Section III, Paragraph If Physical Damage coverage is provided under B.6.. this policy, and such coverage does not extend to Subject to the following, the "diminution in value., Hired Autos, then Physical Damage coverage is exclusion does not apply to: extended to: a. Any covered "auto" of the private a. Any covered "auto" you lease, hire, rent passenger type you lease, hire, rent or or borrow without a driver; and borrow, without a driver for a period of 30 b. Any covered "auto" hired or rented by days or less, while performing duties your "employee"without a driver, under a related to the conduct of your business; contract in that individual "employee's" and name, with your permission, while b. Any covered "auto" of the private performing duties related to the conduct passenger type hired or rented by your of your business. "employee"without a driver for a period of 30 days or less, under a contract in that c. The most we will pay for any one individual "employee's" name, with your accident" or "loss" is the actual cash permission, while performing duties value, cost of repair, cost of replacement related to the conduct of your business. or $75,000, whichever is less, minus a $500 deductible for each covered auto. c. Such coverage as is provided by this No deductible applies to "loss" caused by provision is limited to a "diminution in fire or lightning. value" loss arising directly out of accidental damage and not as a result of d. The physical damage coverage as is the failure to make repairs; faulty or provided by this provision is equal to the incomplete maintenance or repairs; or the physical damage coverages) provided on installation of substandard parts. your owned 'autos." e. Such physical damage coverage for hired d. The most we will pay for "loss" to a covered "auto" in any one accident is the "autos"will: lesser of: (1) Include loss of use, provided it is the (1) $5,000;or consequence of an "accident" for which the Named Insured is legally (2) 20% of the "auto's" actual cash value liable, and as a result of which a (ACV). monetary loss is sustained by the Ill. Drive Other Car Coverage—Executive Officers leasing or rental concern. (2) Such coverage as is provided by this The following is added to Sections II and III: provision will be subject to a limit of 1. Any "auto" you don't own, hire or borrow is a $750 per"accident." covered "auto" for Liability Coverage while being E. Airbag Coverage used by, and for Physical Damage Coverage while in the care, custody or control of, any of your The following is added to Section III, Paragraph "executive officers,"except: B.3.' a. An "auto" owned by that "executive officer" or The accidental discharge of an airbag shall not be a member of that person's household;or considered mechanical breakdown. b. An "auto" used by that "executive officer" F. Electronic Equipment while working in a business of selling, Section III, Paragraphs B.4.c and B.4.d. are servicing, repairing or parking "autos." deleted and replaced by the following: Such Liability and/or Physical Damage Coverage c. Physical Damage Coverage on a covered as is afforded by this provision. "auto" also applies to "loss" to any (1) Equal to the greatest of those coverages permanently installed electronic equipment afforded any covered"auto"; and including its antennas and other accessories. CNA63359XX copyright,cnlA corporation,2000. Page 2 of 3 (Ed.04/12) Includes copyrighted material of the Insurance services Office used with its permission, CNA63359XX Tapani Inc. POLICY No. 2088423676 (Ed. 04t12) (2) Excess over any other collectible damage, against any person or organization for: insurance. whom or which you are required by written 2. For purposes of this provision, "executive officer" contract or agreement to obtain this waiver from' means a person holding any of the officer us: positions created by your charter, constitution, by- This injury or damage must arise r,out of your: laws or any other similar governing document, activities under a contract with that person or and, while a resident of the same household, organization: includes that person's spouse. Your must agree to that requirement prior to zan` Such "executive officers" are "insureds" while "accident"or"loss." using a covered"auto"described in this provision. C. Concealment, Misrepresentation or Fraud IV. BUSINESS AUTO CONDITIONS The following is added to Section IV, Paragraph A. Duties In The Event Of Accident, Claim, Suit Or B.2.: Loss Your failure to disclose all hazards existing on the date The following is added to Section IV, Paragraph of inception of this Coverage Form shall not prejudice A.2.a.: you with respect to the coverage afforded provided (4) Your "employees" may know of an such failure or omission is not intentional. "accident" or "loss." This will not mean D. Other Insurance that you have such knowledge, unless such "accident" or "loss" is known to you The following is added to Section IV, Paragraph or if you are not an individual, to any of B 5 your executive officers or partners or your Regardless of the provisions of Paragraphs 5.a. insurance manager. and 5.d. above, the coverage provided by this The following is added to Section IV, Paragraph policy shall be on a primary non-contributory A.2.b.: basis. This provision is applicable only when required by a written contract. That written (6) Your "employees" may know of contract must have been entered into prior to documents received concerning a claim "Accident"or"Loss." or "suit."This will not mean that you have E. Policy Period,Coverage Territory such knowledge, unless receipt of such documents is known to you or if you are Section IV, Paragraph B. 7.(5).(a). is revised to not an individual, to any of your executive provide: officers or partners or your insurance manager. a. 45 days of coverage in lieu of 30 days. ti B. Transfer Of Rights'Of Recovery Against Others V. DEFINITIONS To Us'' Section V. Paragraph C. is deleted and replaced by The following is added to Section IV, Paragraph', the following: A.5. Transfer Of Rights Of Recovery Against "Bodily injury"means bodily injury, sickness or disease M Others To Us: sustained by a person, including mental anguish, We waive any right of recovery we may have; mental injury or death resulting from any of these. because of payments;,we make for injury or I CNA63359XX Copyright,CNA Corporation,2000. Page 3 of 3 (Ed. 04/12) Includes copyrighted material of the Insurance services Office used with its permission. 112212015 TAPANI INC eOV ` -, �J SrAY'r OF WAVANG 0314 i Department of Labor & Industries Certificate of Workers ' Compensation Coverage January 22, 2015 WA UBI No. 600 642 677 L&I Account ID 478,929-00 Legal Business Name �-TAPANI INC Doing Business As TAPANI UNDERGROUND INC Workers' Comp Premium Status: Account is current. Estimated Workers Reported Quarter 3 of Year 2014 "Greater than 100 (See Description Below) Workers" Account Representative TO CAROLYN CRAWFORD (360)902- 4715 - Email: CRAI235@lni.wa.gov Licensed Contractor? Yes License No. TAPANI*8830E License Expiration 09/05/2016 What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of subrogation (See RCW 51.12.OSO and 51.16.1 90). II https:!lsecure.Ini.m.govl,&rifVDetailsthabiliWertificate.aspx?UBI=600C>42677&LIC=TAPANI*8830E&SAW=&ACCT=47892900 1!1 ii --°-v( TAPAN-1 OP ID: KP CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDOt15 ov3or2o1s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Phone:503.224-2500 N CONTACT Robin Laufer AME; Anchor Insurance&Surety,Inc Fax:503.224.9830 PHONE o Ean.503.224-2500_ _ _.anc No: 503-224-9830 1201 SW 12th Ave.,Suite 500 ... Portland,OR 97205-2030 EMAIL Patrick Dooney ADDRESS rlaufer�Ta anc_ho_rias.com _ _ _ INSUR_ERISI AFFORDING COVERAGE NAIL If INSURER A;Great American insurance Co. 16591 INSURED Tapanl Inc. INSURER B: Tapani Underground,Inc. PO Box 1900 MSURERC _ Battle Ground,WA 98504 INSURER D: 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSft ADDLfSUB POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MWDDIYYYY MMIDDIYYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 -13MAGE TO RENTED - COMMERCIALGENERALLIABILITY I PREMISES(Fa oc:,unencej_ $ _ CLAI'AS-MADE OCCUR MED EXP(Any one person) $ A X Profession.]LlaC IPCE 2111332 10/31/2014 10/3112015 PERSONAL 8A0V INJURY _$ j _GENERAL AGGREGATE 1,000,000 GENT AGGREGATE LI MIT AlPHES PER: PRODUCTS-COMPIOP AGO S POLICY PRO- AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT _ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Peraccidenl) $ AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Per accitlenQ.. $ I UMBRELLA LIAR OCCUR EACH OCCURRENCE 5 EXCESS LIAR CLAIMS MADE AGGREGATE 5 DED I RETENTIONS S WORKERS COMPENSATION WCSTATU OTH AND EMPLOYERS'LIABILITY YIN [TO RY LIMITS ER _ ANY PROPRIETORIPARTNERIEXECUTIVE E L EACH ACCIDENT S _ OFFICER/MEMBER EXCLUDEDT N I A'! (Mandatory in NH) E L DISEASE-EA EMPLOYER$ If yos,describe under DESCRIPTION OFOPERATIONS holow EI_DISEASE-POLICY LIMIT Is A Pollution Liab. X '.PCE 2111332 1013112014 10731/2015 Each 5,000,000 Aggregate 5,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS VEHICLES (Attach ACORD 10/,Additlanai Remark.Schoduie,if more space is required) RE: Briscoe-Desimone Levee Improvements Reach 1 RM 14.47 to 14.54 Project Number: 09-3011.5 Automatic waiver of subrogation applies when required by written contract; !, coverage is primary when required by written contract, per the attached endorsements. CERTIFICATE HOLDER CANCELLATION KENTT-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Kent ACCORDANCE WITH THE POLICY PROVISIONS. 220 4th Avenue South Kent,WA 98032-5895 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Ii GRBATAMBRICAN, AdmInfoadve Qfi ei {.. 001 E,4!h BV061 INSURANCE MOP Oindnne0,Ohio 45202 Te: IS13A69S000 PCE 69 17(Ed. 0410) ENDORSEMENT#8 This endorsement,effective 12:01 a.m., 1 013 1/2 01 4,forms a part of Policy No. PCE 2111332 04 issued to TAPANI, INC.By GREAT AMERICAN INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY INSURANCE FOR CLIENT WHEN REQUIRED BY WRITTEN CONTRACT - COVERAGE B ONLY This endorsement modifies insurance provided under the following: PROFESSIONAL AND CONTRACTING SERVICES ENVIRONMENTAL LIABILITY INSURANCE POLICY The INSURED and the Company agree to the following Policy change(s): Section tl. DEFINITIONS, Item N. INSURED is deleted in its entirety and replaced with the following: % INSURED means: 1,the FIRST NAMED INSURED,any ADDITIONAL NAMED INSURED, and any present or former director,officer, partner, member,employee, leased or temporary worker thereof,while acting within the scope of his/her duties as such;and 2.any organization or entity in which the FIRST NAMED INSURED has an ownership interest of fifty percent(50%)or more,or otherwise has management control over,as of the inception date of this Policy; and 3.any joint ventures In which the INSURED is named as a co-venturer, but solely with regard to the INSURED's liability arising out of Its CONTRACTING SERVICES provided under such joint venture;and 4.solely with regard to Coverage B under this Policy: When required by written contract, INSURED also includes the client for whom the INSURED performs CONTRACTING SERVICES provided that such contract was signed by the INSURED and such client prior to the date the POLLUTION CONDITION first commenced. However,the client is included as an INSURED under this Policy solely to the extent that the client is found liable based upon CONTRACTING SERVICES negligently performed by an INSURED other than the client, Coverage for such client under this Policy shalt not exceed the lesser of the following amounts: i, the Limit of Liability required under such written contract;or ii, the applicable Coverage B Limit of Liability of this Policy. Notwithstanding Section IX. CONDITIONS, Item L. OTHER INSURANCE, and only when required by such written contract,the coverage afforded under this Policy for any entity who is an INSURED solely by reason of subparagraph 4,shall apply as primary as to any other valid and collectible Insurance available to such INSURED, i I Page 1 of 2 GREATAM wm, Admmiskau.OlN es • 301 E.40h strest INSURANCE GROUP ClndnN.U.ON.45202 Tel. 1. 19300-400 PCE 69 17(Ed.0410) All other terms and conditions remain the same. i Page 2 of 2 i GR",N MRRICAN, 301�E�4ms °l`flCO3 INSURANCE GROUP Olnd.11,ON.45202 Te: 1-510.9%MOO '.. PCE 69 21 (Ed.06 09) ENDORSEMENT#4 This endorsement,effective 12:01 a.m., 10/31/2014,forms a part of Policy No. PCE 2111332 04 Issued to TAPANI, INC.By GREAT AMERICAN INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY. WAIVER OF SUBROGATION - BLANKET WHEN REQUIRED BY WRITTEN CONTRACT This endorsement modifies insurance provided under the following: PROFESSIONAL AND CONTRACTING SERVICES ENVIRONMENTAL LIABILITY INSURANCE POLICY The INSURED and the Company agree to the following Policy change(s): Section IX.CONDITIONS, Item 0.SUBROGATION is deleted In its entirety and replaced with the following: 0.SUBROGATION-if the INSURED has rights to recover, from another person or organization, all or any part of a payment the Company makes under this Policy,those rights are transferred to the Company.The INSURED shall execute and deliver Instruments and papers and do whatever else is necessary to secure such rights.The INSURED shall do nothing to prejudice such rights.Any monies recovered as a result of subrogation proceedings shall accrue first to the INSURED to the extent of any payments it made in excess of the limits of liability, then to the Company to the extent of Its payment under the Policy, and then to the INSURED to the extent of its payment of the self-insured retention. Expenses incurred in such subrogation proceedings shall be apportioned amongst the INSURED and Company In the proportion that each Interested party's share in the recovery bears to the total recovery, However,the Company specifically waives any rights of recovery against any person or organization as required in a written contract that was fully executed prior to the commencement of the applicable CONTRACTING SERVICES or PROFESSIONAL SERVICES. All other terms and conditions remain the same. Page 1 of 1 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1 1-01 Definitions and Terms ...................................................... 1-1 1 -02 Bid Procedures and Conditions.... ........ .......... 1-2 1-03 Award and Execution of Contract .......... 1-5 1-04 Scope of the Work ........................................................... 1-6 1-05 Control of Work ............................*................ ...*............ 1-9 1-06 Control of Material ........................................................... 1-17 1-07 Legal Relations and Responsibilities to the Public ................. 1-20 1-08 Prosecution and Progress. ...................... ... 1-26 1-09 Measurement and Payment............................................... 1-30 1-10 Temporary Traffic Control ................................................. 1-32 DIVISION 2 EARTHWORK.......................................................... 2-1 2-01 Clearing, Grubbing, and Roadside Cleanup...................—.... 2-1 2-02 Removal of Structures and Obstructions ......................—.... 2-1 2-03 Roadway Excavation and Embankment...................----.... 2-4 2-06 Subgracle Preparation....................................................... 2-5 2-07 Watering ........................................................................ 2-6 2-12 Construction Geosynthetic .................... ........................... 2-7 DIVISION 4 BASES.................................................................... 4-1 4-03 Gravel Borrow..................................................................4-1 4-04 Ballast and Crushed Surfacing ...................................... 4-1 4-05 Levee Embankment Fill..................................................... 4-2 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-04 Hot Mix Asphalt .......................................................--- 5-1 DIVISION 6 STRUCTURES 6-02 Concrete Structures ......................................................... 6-1 6-06 Pedestrian Handrail .......................................................... 6-4 6-07 Painting......................--... .............. ... 6-6 6-17 Permanent Ground Anchors.................................................6-6 6-20 Sheet Piling..................................................................... 6-7 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS.............. 7-1 7-04 Storm Sewers................................................................... 7-1 Briscoe-Desimone Levee Reach l/Casted November 14, 2014 Project Number: 09-3011.5 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ........................ 8-1 8-02 Roadside Restoration....... .............................. 8-9 8-03 Irrigation Systems ........................................................... 8-11 8-04 Curbs, Gutters, and Spillways....................... .........- 8-12 8-12 Chain Link Fence and Wire Fence.......--....... 8-13 8-14 Cement Concrete Sidewalks ...... ........................... ....... 8-14 8-15 Riprap ... .......... ........... ........... 8-16 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical...................................................... 8-16 8-21 Permanent Signing............................................................ 8-17 8-22 Pavement Marking ...................—....... 8-17 8-26 Floodgate ....................................... ................... 8-18 8-28 Pothole Utilities ......--..... ............................. 8-19 8-30 Project Signs...... ......--.................................---... 8-20 8-33 Concrete Cap Beam .--................................................. 8-21 8-34 Concrete Barrier .................................. 8-23 8-35 Concrete Retaining Wall.................................................... 8-24 DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates .... ......... ........... 9-1 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock For Erosion and Scour Protection and Rock Walls ...................... 9-1 9-14 Erosion Control and Roadside Planting............ 9-2 9-16 Fence and Guardrail ......................................................... 9-8 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS.............................................................. A-2 MISCELLANEOUS DETAILS.............................................................. A-3 CONSTRUCTION NOISE, VIBRATION, AND SETTLEMENT MONITORING AND CONTROL.......................................................... A-4 PERMITS......................................................................................... A-5 GEOTECHN I CAL MEMO AND BORINGS ............................................ A-6 PREVAILING WAGE RATES.............................................................. A-7 Briscoe-Desi mane Levee Reach l/Casteel November 14, 2014 Project Number: 09-3011.5 KENT SPECIAL PROVISIONS The following Kent Special Provisions ("Kent Special Provisions") modify and supersede any conflicting provisions of the 2014 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised appropriately to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. Each specification contains all current specifications applicable to the particular work and may include references which do not apply to this particular project. DIVISION 1 - GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: I 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01 ," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons N I C Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT`DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: Briscoe-Desimone Levee Reach 1/Casteel 1 - 1 November 14, 2014 Project Number: 09-3011.5 1 . What work will be done, and by when; 2. Who provides labor and materials; and 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications, Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1 . Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. Sheet pile installation and earthwork shall be performed by qualified contractors with experience working in similar ground conditions and adjacent to similar structures as those encountered along the project alignment. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its Briscoe-Desimone Levee Reach 11Casteel 1 - 2 November 14, 2014 Project Number: 09-3011.5 sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder'). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: I 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, five (5) copies of the plans and specifications. Additional copies can be purchased from the City at the price specified by the City or in the Invitation to Bid. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at www.kentwa.gov/procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download documents through City's internet connection, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not Briscoe-Desimone Levee Reach 1/Casteel 1 - 3 November 14, 2014 Project Number: 09-3011.5 be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.8(2) LOBBYING CERTIFICATION IS REVISED WITH THE FOLLOWING CLARIFICATION: THIS SECTION ONLY APPLIES TO FEDERAL- AID CONTRACTS. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1 . The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. Briscoe-Desimone Levee Reach 11Casteel 1 - 4 November 14, 2014 Project Number: 09-3011.5 SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH 1160 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. i 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract The form of contract that the successful bidder, as the Contractor, will be required to execute, and the forms and the amount of surety bonds that it will be required to furnish at the time of execution of the contract are included in the bid documents and should be carefully examined. The contract and the Surety Bonds will be executed in two (2) original counterparts. Within 10 calendar days after the award date, the successful bidder shall return the signed City prepared contract, insurance certification as required by the contract, and a satisfactory bond as required by law and Section 1-03.4. If the successful bidder fails to provide these documents within this 10-day period, the City may, at its sole discretion, reduce the time for completion of the contract work by one working day for each calendar day after this 1 O-day period that the successful bidder fails to provide all required documents. Briscoe-Desimone Levee Reach 1/Casteel 1 - 5 November 14, 2014 Project Number: 09-3011.5 Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City-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 City. No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE FIRST PARAGRAPH: 1-03.4 Contract Bond 5. The Contract Bond shall remain in force for one year following the Final Acceptance Date to ensure defects are corrected during the one-year guarantee period. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1 (2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any Other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS" FOLLOWING THE WORDS, "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. Briscoe-Desimone Levee Reach 11Casteel 1 - 6 November 14, 2014 Project Number: 09-3011.5 SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWINGS ITEMS; 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1 . Approved Change Orders 2, The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications & WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). I SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.7 IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-04.7 Differing Site Conditions (Changed Conditions) Upon written notification, the Engineer will investigate the conditions and if he/she determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any Work under the Contract, an adjustment will be made and the Contract modified in writing accordingly. No claim for loss of anticipated profits will be allowed when determining this adjustment. The Engineer will notify the Contractor of his/her determination whether or not an adjustment of the Contract is warranted. Briscoe-Desimone Levee Reach 1/Gasteel 1 - 7 November 14, 2014 I' Project Number: 09-3011.5 SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9(1) Use of City Property The City will provide steel sheet piles to the Contractor. Steel sheet piles are stored on City property at the southeast corner of SE 248`h Street and 1241h Avenue SE (12525 SE 248th St.). Contractor shall transport the sheet piles from the stockpile to the project site. All costs associated with the use of the City property shall be included in the individual bid items. 1-04.9(2) Use of Private Properties Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. The City has obtained all permits and approvals necessary for the Contractor's use of this site within the limits shown on the plans and specified herein, The Contractor may choose to use an off-site staging and storage area. It is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, Tukwila, City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements and that the Contractor has obtained all necessary permits/approvals needed to use the property as the Contractor intends. Upon vacating the private property the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. Should the Contractor choose to use an off-site staging and storage area, the Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. Briscoe-Desimone Levee Reach 1/Casteel 1 - 8 November 14, 2014 Project Number: 09-3011.5 SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, or paving. 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.5(2) through 1-05.5(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks, The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information Briscoe-Desimone Levee Reach 1/Casteel 1 - 9 November 14, 2014 Project Number 09-3011.5 ; i so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $150/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. 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. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1 . Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 1 Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.5(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.5(3) Bridge, Structure and Retaining Wall Surveys For all structural work such as bridges and retaining walls, the Contractor shall retain as a part of Contractor organization an experienced team of surveyors under direct supervision of a licensed surveyor. The Contractor shall ensure that required field measurements and locations match the plan dimensions. The Contractor shall provide all surveys required to complete the structure, except the following primary survey control which will be provided by the City. Briscoe-Desi mono Levee Reach 1/Casteel 1 - 10 November 14, 2014 Project Number: 09-3011.5 1 . Sufficient horizontal control points to allow the Contractor to establish centerline, abutments and pier centerline positioning and stationing. 2. Up to 6 bench marks in close proximity to the work area. 3. Permanent monuments as shown on the drawings or as given by the City. The Contractor shall establish all secondary survey controls, both horizontal and vertical, as necessary to assure proper placement of all project elements based on the primary control points provided by the City. Survey work shall be within the following tolerances: 1 . Stationing +.01 foot 2. Alignment +0.1 foot (between successive points) 3. Superstructure Elevations +0.1 foot (from plan elevations) 4. Substructure Elevations +0.5 foot (from plan elevations) During the progress of the work, the Contractor shall make available to the City all filed books including survey information, footing elevations, cross sections and quantities. The Contractor shall be fully responsible for the close coordination of field locations and measurements within appropriate dimensions of structural members being fabricated. 1-05.5(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $1501hr for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.5(5) Staking Services Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: I Briscoe-Deslmone Levee Reach 11Gasteel 1 - 11 November 14, 2014 Project Number: 09-3011,5 1 . Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults,junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults,junction boxes, and conduits will be provided at an additional expense to the Contractor. Briscoe-Desimone Levee Reach 17Casteel 1 - 12 November 14, 2014 Project Number: 09-3011.5 11 . Floodwall — Offset stakes to construction control line and retaining wall every 50-feet with cut and fill to top of concrete cap beam or top of wall point. When deemed appropriate by the Engineer, cut sheets will be supplied when appropriate for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed j above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $150/hour. 1-05.5(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. 1-05.8 City`s Right to Correct Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the contract, the Engineer may correct and remedy that work as may be identified in the written notice, by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer Briscoe-Desimone Levee Reach 1/Casteel 1 - 13 November 14, 2014 Project Number: 09-3011.5 may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. An emergency situation is any situation which, in the opinion of the Engineer, could be potentially unsafe if its remedy is delayed, or might cause serious risk of loss or damage to the public. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. 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 City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.10 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.10 Guarantees The Contractor shall be available approximately sixty (60) calendar days prior to the expiration of the guarantee period to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work required under the guarantee. Upon receipt of written notice of such required corrective work, the Contractor shall pursue vigorously, diligently, and without unauthorized interruption of city facilities, the work necessary to correct the items listed. SECTION 1-05.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.11 Final Inspection 1-05.11 (1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall notify the Engineer and request in writing that the Engineer establish the Substantial Completion Date. To be considered substantially complete the following conditions must be met: 1 . The City must have full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work. Briscoe-Desimone Levee Reach 11Casteel 1 - 14 November 14, 2014 Project Number: 09-3011.5 it The Contractor's request shall list the specific items of work in subparagraph two above that remain 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. However, 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, notify the Contractor giving the reasons for the Engineer's determination. Upon receipt of written notice from the Engineer 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. This process shall be repeated until the Engineer establishes the Substantial Completion Date. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and the Engineer agrees that the work is ready for Final Inspection, the Contractor, by written notice, shall request that the Engineer 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, if necessary, 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 all necessary corrective measures to remedy the listed deficiencies. The Contractor shall allocate the necessary resources to pursue completion of all corrective work vigorously, diligently, and without interruption until achieving physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied that all listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within seven (7) calendar days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take all necessary steps to correct those deficiencies and may deduct all costs incurred to correct the deficiencies from monies due or to become due the Contractor. Upon correction of all deficiencies, the Engineer will notify the Contractor, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion I Briscoe-Desimone Levee Reach 11Casteel 1 - 15 November 14, 2014 Project Number: 09-3011.5 Date of the contract, but shall not imply that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11 (3) Operational Testing It is the intent of the City 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 of signal systems, building 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. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. 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. SECTION 1-05.13 1S REVISED BY DELETING THE LAST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-05.13 Superintendents, Labor, and Equipment of Contractor Whenever the City evaluates the Contractor's qualifications pursuant to Section 1-02.1 , the City may take these or other Contractor performance reports into account. Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. Briscoe-Desimone Levee Reach 1tCasteel 1 - 16 November 14, 2014 Project Number: 09-3011.5 i If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors The City shall not be responsible for any damages suffered by the Contractor resulting directly or indirectly from the performance or attempted performance of any other City contract or contracts existing or known to be pending at the time of bid. Details of known projects are as follows: N/A SECTION 1-05 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power 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 or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements i No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.6 Submittals 1-06.6(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: Briscoe-Desimone Levee Reach 11Casteel 1 - 17 November 14, 2014 Project Number: 09-3011.5 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1 A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.6(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0) of the Kent Special Provisions. The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.6(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1 . Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Briscoe-Desimone Levee Reach Masted 1 - 18 November 14, 2014 Project Number: 09-3011.5 Content of submittals: 1 . Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, j economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1 . Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1 . "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" — Rejected because of major inconsistencies, errors or insufficient information that shall be Briscoe-Desimone Levee Reach 11Casteel 1 - 19 November 14, 2014 Project Number: 09-3011.5 resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.6(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC SECTION 1-07.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.1 Laws to be Observed The Contractor shall always comply with all Federal, State, or local laws, codes, rules and regulations that affect work under the contract. The Contractor shall also be responsible for the safety of its workers and shall comply with all applicable safety and health standards and codes. In cases of conflict between different laws, codes, rules, or regulations, the most stringent law, code, rule, or regulation shall apply. The City will not adjust payment to compensate the Contractor for changes in legal requirements unless those changes are specifically within the scope of RCW 39.04.120. For changes under RCW 39.04.120, the City will compensate the Contractor by negotiated change order as provided in Section 1-04.4. SECTION 1-07.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.2 State Taxes 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 shall contact the Washington State Department of Revenue for answers to questions in this area. The City 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 bid item 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 City 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 Briscoe-Desi mone Levee Reach 1/Castecl 1 - 20 November 14, 2014 Project Number: 09-3011.5 60.28.051). The City may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed is related 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 a part of the street or road drainage system and power lines when they are part of the roadway lighting system. For work performed in these cases, the Contractor shall include Washington State Retail Sales Tax 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 apply to the construction and repair 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; sewers and sewage disposal systems unless those sewers and disposal systems are within, and a part of, a street or road 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 the street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not this personal property becomes a part of the realty by virtue of installation. For work performed in these cases, the Contractor shall collect from the City, retail sales tax on the full contract price. The City 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 City 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 the project. Such sales taxes shall be included in the unit Bid Item prices or in any other contract amount. 1-07.2(4) Services The Contractor shall not collect retail sales tax from the City on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 224). Briscoe-Desimone Levee Reach I/Casteel 1 - 21 November 14, 2014 Project Number: 09-3011.5 i SECTION 1-07.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-07.6 Permits and Licenses The City has obtained the following permits: • SEPA Determination of Non Significance • Hydraulic Project Approval • Shoreline Conditional Use Permit and Substantial Development Permit • Biological Assessment • NPDES Construction Stormwater General Permit • King County Special Use Permit Contractor shall obtain, at its sole cost, all other permits required to complete this project. A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract with the laws, ordinances, rules, regulations, and orders. SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General The wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. The City will not adjust the Contractor's bid in the event the State or Federal Government adjusts the prevailing wage rates after the Bid Opening Date. SECTION 1-07.13(3) IS DELETED IN ITS ENTIRETY. 1-07.13(3) Relief of Responsibility for Damage by Public Traffic SECTION 1-07.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.13(4) Repair of Damage The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. Alternatively, the Engineer may elect to accomplish repair by other means; however, the Contractor shall pay for these repairs and the City may deduct these repair costs from monies due or to become due the Contractor. No payment will be made for delay or disruption of work. Briscoe-Desimone Levee Reach VCasteel 1 - 22 November 14, 2014 Project Number: 09-3011.5 SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. Briscoe-Desimone Levee Reach 1/Casteel 1 - 23 November 14, 2014 Project Number: 09-3011.5 The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. Centur L� Comcast Nevie Jake Jerry Steele (253) 372-5368 (206) 391-1763 (425) 761-0471 (cell) (253) 288-7532 (cell) Puget Sound Energy Verizon Anita Yurovchak Brad Landis (253) 476-6304 (425) 201-0901 (206) 381-6714 (cell) (425) 766-1740 SECTION 1-07.18 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.18 Public Liability and Property Damage Insurance Refer to the insurance requirements in the project Contract, which constitute the Contractor's insurance requirements for this project. SECTION 1-07.23 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.23(3) Flood Contingency Operation Plan At least 14 days prior to mobilizing to the site, submit a Flood Contingency Response Plan. The plan shall include a schedule with clearly defined interim construction stages and completion dates and a flood emergency contingency plan to be implemented by the Contractor if a flood or high water event occurs prior to completion of construction of the setback levee wall. Specific items that will be identified shall include but not be limited to the following: a. Schedule for (1) construction activities that will occur in the floodplain and (2) construction activities that will result in the temporary reduction of the flood protection afforded by the existing levee, such as the temporary lowering of the levee crest. b. A list of equipment and materials that will be stored within the floodplain. C. A description of how precipitation and river level forecasts and actual levels will be monitored at the site. Include the name of the person responsible for monitoring the river levels and forecasts and how they will communicate with staff. d. The measures to be undertaken before, during and after a significant rainfall or flood event. Include information on how equipment or stockpiles within the flood plain will be removed or secured if their removal is impractical. e. Identify contingency actions, procedures and specific time factors for: i. Flood warning protocols and procedures Briscoe-Desimone Levee Reach 11Casteel 1 - 24 November 14, 2014 Project Number: 09-3011 5 ii. Communication channels and command structure for flood preparation and fighting activities iii. Flood fighting courses of action, including but not limited to restoring the levee to the line and grade needed to contain the forecast flood with a freeboard of three feet or greater. iv. Securing the site during floods. 1-07.23(4) High Water Events 1 . The Contractor shall monitor actual and forecasted water levels in the Green River daily. River levels can be monitored through the National Weather Service's web site: http://water.weather.gov/ahps2/hydrograph.php?wfo=sew&gage=aubwl 2. When the water levels are predicted to reach the work areas, stockpile or staging areas, the Contractor must remove their personnel, materials, equipment, and temporary facilities from within the floodway within 24 hours. The ordinary high water mark on this project was determined to be 2,500 cfs. 3. In the event large storms are forecasted, restore the levee line and grade to provide a minimum of three feet of freeboard above the maximum forecast river stage, and otherwise take precautions to secure and protect the Work and the site against damage during passage of the flood. 4. Damage to portable equipment and materials shall be the sole responsibility of Contractor. 5. In the event of a flood emergency requiring action by the jurisdictional flood control agencies prior to completion of the work, the Engineer shall have the right to suspend the work until the emergency is resolved. Such suspension includes the right of the Owner to take over the project to conduct flood protection activities. 6. Also see Section 1-08.6 of the Kent Special Provisions regarding high flows. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. 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 Briscoe-Desimone Levee Reach 11Casteel 1 - 25 November 14, 2014 Project Number: 09-3011.5 acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction Conference The Engineer will furnish the Contractor with up to five copies of the Contract. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1 . To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1 . A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. Briscoe-Dosimone Levee Reach 11Casteel 1 - 26 November 14, 2014 Project Number: 09-3011.5 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, 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 working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. 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 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be Briscoe-Desimone Levee Reach Masted 1 - 27 November 14, 2014 Project Number: 09-3011.5 revoked at any time the Contractor exceeds the City`s noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. 1 . If locate work is required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030, the City will bill the Contractor for the work. Such billing may be at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. The original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may Briscoe-Desi mane Levee Reach 1/Casteel 1 - 28 November 14, 2014 Project Number: 09-3011.5 i withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH AND SIXTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended, for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension, if (1) the performance would have been suspended, by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended, for an unreasonable period of time and such suspension, is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. Work may be suspended as directed by the Engineer, whenever the Green River flow exceeds 8,000 cfs and is rising. Water levels in the Green River will be determined based on the USGS Gauge Station Briscoe-Desimone Levee Reach VCasteei 1 - 29 November 14, 2014 Project Number: 09-3011.5 12113344 GREEN RIVER at S. 2001h Street Bridge Kent, WA. Water level information can be accessed at the following link: httD://waterdata.usas.00v/usa/nwis/uv?site no 12113344 The Briscoe-Desimone Levee is part of a flood control facility that protects businesses and residences in the Green River valley. Work on the riverward side of the sheet pile wall will not be allowed prior to May 1 , 2015 or after October 15, 2015 unless approved by the Engineer. Work prior to or after this period shall be limited to tasks that will not affect the integrity of the levee as a flood control facility. Additional restrictions are included in the Hydraulic Project Approval in Appendix 5. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. SECTION 1-08.8 IS REVISED BY DELETING PARAGRAPHS 1 THROUGH 3 AND REPLACING THEM WITH THE FOLLOWING: 1-08.8 Extensions of Time The Contractor shall submit any requests for time extensions to the Engineer in writing no later than 10 working days after the delay occurs. The request shall be limited to the change in the critical path of the Contractor's schedule attributable to the change or event giving rise to the request. To be considered by the Engineer, the request shall be in sufficient detail (as determined by the Engineer) to enable the Engineer to ascertain the basis and amount of the time requested. The Contractor shall be responsible for showing on the progress schedule that the change or event: (1) had a specific impact on the critical path, and except in cases of concurrent delay, was the sole cause of such impact, and (2) could not have been avoided by resequencing of the work or other reasonable alternatives. The reasons for and times of extensions shall be determined by the Engineer, and such determination will be final as provided in Section 1- 05.1 . ITEM 1 IN PARAGRAPH 7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1 . Failure to obtain all materials and workers, 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.2(1) IS REVISED BY REPLACING "TRUCKS AND TICKETS" WITH THE FOLLOWING: 1-09.2(1) General Requirements for Weighing Equipment Briscoe-Desimone Levee Reach I/Casteel 1 - 30 November 14, 2014 Project Number: 09-3011.5 Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contractor shall provide tickets for self printing scales. All tickets shall, at a minimum, contain the following information: 1 . Ticket serial number (this is already imprinted on the tickets). 2. Identification number of truck/truck trailer. 3. Date and hour of weighing. 4. Type of material. 5. Weight of load. The weighman shall record the gross weight and net weight, except where the scale has a tare beam and the net weight can be read directly. In such case, only net weight need be recorded on the ticket. 6. Weighman's identification. 7. Contract number. 8. Unit of measure. 9. Legal gross weight in Remarks section. 10. Location of delivery. The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION. 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be L necessary to cover the following: 1 . The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. Briscoe-Desimone Levee Reach Masted 1 - 31 November 14, 2014 Project Number: 09-3011.5 SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11(3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-10 TEMPORARY TRAFFIC CONTROL SECTION 1-10.1 IS SUPPLEMENTED BY ADDI NG THE FOLLOWING: 1-10.1 General The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the City. 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 that may occur on highways, roads, streets, Briscoe-Desimone Levee Reach 11Casteel 1 - 32 November 14, 2014 Project Number: 09-3011.5 I� sidewalks, pedestrian paths, or bicycle paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place in accordance with Traffic Control Plans. SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1 (800) 521-0778 or (206) 382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 (360) 297-3035 1-10.3(3) Traffic Control Devices SECTION 1-10.3(3)A IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.3(3)A Construction Signs I Payment for setup and take down of construction signs will be under the contract price for "Traffic Control Labor" and will be limited to the work described in Section 1-10.3(1) of the WSDOT Standard Specifications, and for transportation described in Section 1-10.3(2) of the WSDOT Standard Specifications when there is a contract price for "Traffic Control Vehicle." SECTION 1-10.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices j When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1. Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and Briscoe-Desimone Levee Reach Masted 1 - 33 November 14, 2014 Project Number: 09-3011.5 ',. 3. Removal from the project site when they are no longer on the project. SECTION 9-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1-04.1, for the fallowing bid items when they are included in the Proposal: The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.2(1)B, and Section 1-10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control Labor". The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1 . When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The unit contract price for "Portable Changeable Message Sian (PCMS)" per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item 'Traffic Control Labor." The unit contract price for 'Sequential Arrow Sign (SASY per day shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work and maintenance described in Section 1-10.3(3)B of the WSDOT Standard Specifications. The operator of this device will be paid under the item "Traffic Control Labor." Briscoe-Desimone Levee Reach 11Casteel 1 - 34 November 14, 2014 Project Number: 09-3011.5 - When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: 1. The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(3) of the WSDOT Standard Specifications. Briscoe-Desimone Levee Reach 1/Casteel 1 - 35 November 14, 2014 Project Number: 09-3011.5 DIVISION 2 - EARTHWORK 2-01 CLEARING GRUBBING AND ROADSIDE CLEANUP SECTION 2-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-01.1 Description The Contractor shall clear, grub, and clean up all material within the construction and easement limits as shown on the plans. Only remove trees and other vegetation identified by the Engineer. The Contractor shall notify the Engineer of any trees that require removal that are not already shown on the plans. The Contractor shall not remove any trees without prior approval by the Engineer. Trees will be removed as required to construct the setback floodwall, including the removal of all major root systems. If existing trees will survive levee construction they may be left in place at the discretion of the Engineer. Grubbing shall consist of the removal and satisfactory disposal of stumps, roots, and matted roots from the designated grubbing areas. Grubbing shall be accomplished to a depth of at least 3 feet below the existing ground surface and shall include removal of roots greater than 1-1f2 inches in diameter unless roots extend into or beneath the levee embankment. If roots extend into or beneath the embankment, all roots shall be removed. Stump and root removal shall be immediately followed by filling of all holes and depressions which result from the removal of stumps, roots, and matted roots below the depth where stripping is required. Contractor shall fill all holes caused by grubbing operations with levee embankment fill placed in thin lifts and compacted as specified in paragraph 2,03.3(14)B, Earth Embankment Construction. SECTION 2-01.3(2) ITEM 2. e. IS DELETED AND REPLACED WITH THE FOLLOWING: 2-01.3(2) 2. e. Upon which embankments will be placed. All stumps shall be removed and grubbed as specified above. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. Briscoe-Desi mono Levee Reach 11Casteel 2 - 1 November 14, 2014 Project Number: 09-3011.5 SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1 . Haul broken-up pieces of concrete and asphalt pavement to an off- project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces less than 4 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. This material must meet specifications called out for the embankment material. However, such material may not be incorporated in levee embankment fill. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: Briscoe-Desimone Levee Reach 11Casteel 2 - 2 November 14, 2014 Project Number: 09-3011.5 i The unit contract price per square yard for "Remove Existing Asphalt Concrete Pavement' constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 3 inches, and from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: (Encountered thickness — 6 inches) x unit bid price =additional 6inches compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/SY then its additional compensation for the extra thickness would be: (8 — 6) x $26 0 = $0.671SY in addition to the unit price. No other compensation shall be allowed. The unit contract price per lump sum for "Remove Cement Concrete Stairway" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut, remove, haul, and dispose of the cement concrete stairway as shown on the plans and described in the specifications. The unit contract price per square yard for "Remove Cement Concrete Sidewalk" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Extruded Curb" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete extruded curb as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Existing Storm Sewer Pipe and Quarry palls" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove existing storm sewer pipe and quarry spalls where shown on the plans or determined by the Engineer. The unit contract price per each for "Remove Existing Bollard" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove the existing bollard where shown on the plans or determined by the Engineer. "Saw Cut Existing Asphalt Concrete Pavement" "Saw Cut Existing Cement Concrete Pavement" Briscoe-Desimone Levee Reach 11Casteel 2 - 3 November 14, 2014 Project Number: 09-3011.5 The unit price contract price per lineal foot for the above items constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 inches, it shall be paid according to the following formula: (Encountered thickness — 6 inches) x unit bidpriceadditional 6inches compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/LF then its additional compensation for the extra thickness would be: $2.00 (8 — 6) x 6 = $0.67/LF in addition to the unit bid price. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION2-03.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.1 Description Levee side slope excavation on the water side of the flood wall is not part of this contract. Other excavation required to complete the project shall be in accordance with Section 2-03 of the WSDOT Standard Specifications for roadway excavation including haul. SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. Briscoe-Desimone Levee Reach 11Casteel 2 - 4 November 14, 2014 Project Number: 09-3011.5 SECTION 2-03.3(14)8 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-03.3(14)B Earth Embankment Construction Prior to placement of the levee embankment and other earthen fill, the subgrade shall be stripped of asphalt, topsoil and vegetation, aerated or watered and proof-compacted with a self-propelled compactor with lug attachments of a sheep-foot roller. Stripping shall include the removal of rodent holes by excavating to the maximum depth of penetration. Where excavation for rodent hole removal is made, it shall be measured under the item "Unsuitable Foundation Excavation Including Haul". Following proof-compaction of the subgrade, the fill shall be placed directly onto the irregular ground surface created by the lug wheel. No surface grading shall be performed before or between placing lifts of fill as continuous smooth surfaces could create seepage channels for water. Any smooth areas should be scarified 1 to 2 inches deep prior to placing the next lift. Levee embankment fill placed immediately against the flood wall shall be uniformly spread in approximately horizontal lifts parallel to the levee. The material shall be placed and spread such that the gradation and distribution of materials throughout the embankment will be free from lenses, pockets, streaks, and layers of material differing substantially in texture or gradation from surrounding material. If lenses, pockets, or layers of materials differing substantially in texture or gradation from surrounding material occur in the spread material, each lens, pocket or layer shall be mixed by harrowing or other approved method to blend the materials. Maximum lift thickness shall be 8 inches. The embankment material shall be moisture conditioned and compacted to 95 percent of the maximum dry density as determined by ASTM D-1557 test procedures. Moisture content of the material during compaction shall be between minus 1 percent and plus 3 percent of the laboratory optimum moisture content determined by ASTM D-1557 test procedures. Contractor shall take care when placing and compacting levee fill against the sheet pile wall to minimize loading and lateral displacement of the wall. The size of compaction equipment shall be limited within 5 feet of the wall. Compaction equipment within 5 feet of the wall shall be limited in size to approved walk-behind rollers, plate compactors, or `jumping jack" compactors, as appropriate. Once the embankment has reached maximum height as shown on the plans, the Contractor shall grade the surface to the final subgrade before applying top soil or gravel. Refer to Levee Sections on the drawings. See Section 4-05 for additional requirements and measurement for Levee Embankment Fill and Levee and Embankment Excavation. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: Briscoe-Desimone Levee Reach 1JCasteel 2 - 5 November 14, 2014 Project Number: 09-3011.5 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. SECTION 2-03.3 1S SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-03.3(19) Order of Sheetpile Wall, Levee Embankment, and Cap Beam Construction To prevent the concrete cap beam from being distorted or cracked by sheet pile wall movements, the Contractor shall place and compact the sheetpile wall backfill, remove any temporary fill on the landside of the wall (if used), and reach rough final grades on both sides of the wall before starting construction of the cap beam and barrier. 2-06 SUBGRADE PREPARATION SECTION 2-06.3(9) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street (253) 856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No Briscoe-Des!mono Levee Reach 1tCasteel 2 - 6 - November 14, 2014 Project Number: 09-3011.5 additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street (253) 856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 2-12 CONSTRUCTION GEOSYNTHETIC SECTION 2-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.1 Description This work shall consist of furnishing and installing non-woven geotextile fabric at the locations shown on the plans and described in the specifications. SECTION 2-12.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.2 Materials Non-woven geotextile fabric shall meet the material requirements of Section 9-33 of the WSDOT Standard Specifications for high survivability, separation and soil stabilization, and underground drainage for each geotextile use as specified on the plans or in the Kent Special Provisions. SECTION 2-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.3 Construction Requirements The Contractor shall take all necessary precautions to not tear or damage the fabric during installation. The fabric shall be laid down by hand. Folds or creases in the fabric shall be pulled flat. The fabric sides and ends shall be anchored or weighted sufficiently to prevent slouching. Joints or seams shall be overlapped a minimum of two (2) feet. Briscoe-Desimone levee Reach 11Casteel 2 - 7 November 14, 2014 Project Number: 09-3011.5 SECTION 2-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.4 Measurement Rion-woven geotextile fabric shall be measured per square yard of materials placed. SECTION 2-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.5 Payment The unit contract price per square yard for "Construction Geosynthetic for Permanent Erosion Control" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to furnish and install the fabric at the locations shown on the plans and described in the specifications. I I i I Briscoe-Desimone Levee Reach 1tCasteel 2 - 8 November 14, 2014 Project Number: 09-3011.5 DIVISION 4 - BASES DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 4-03 GRAVEL BORROW 4-03.1 Description This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. 4-03.1 Materials Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow .................................... 9-03.14(1) 4-03.1 Construction Requirements Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown on the plans. Construction methods used shall meet the appropriate requirements of Section 4- 04.3 4-03.1 Measurement Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4- 04.4, 4-03.5 Pavement Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The unit contract price per ton for "Gravel Borrow. Including Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tool, supplies, and equipment necessary to haul, place, finish grade, and compact the gravel borrow as shown on the plans and described in the specifications. This item shall be used for roadway subbase, backfill for water, storm sewer, electrical conduit trenches, and other excavation backfill and compaction unless otherwise noted. 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: Briscoe-Desi mono Levee Reach Masted 4 - 1 November 14, 2014 Project Number: 09-3011.5 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 Inch Minus" "Crushed Surfacing Base Course, 1-1/4 Inch Minus" The unit contract price per ton for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. DIVISION 4 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 4-05 LEVEE EMBANKMENT FILL 4-05.1 Description This work shall consist of constructing one or more layers of levee embankment fill upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. Briscoe-Desimone Levee Reach 1/Casteel 4 - 2 November 14, 2014 Project Number: 09-3011.5 4-05.2 Materials Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Levee Embankment Fill ........................9-03.14(5) 4-05.3 Construction Requirements Levee embankment fill shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown in the plans. Construction methods used shall meet the requirements of Section 2- 03.3(14)B and the applicable requirements of Section 4-04.3 of the Kent Special Provisions. 4-05.4 Measurement Imported levee embankment fill will be measured by the ton in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4-04.4. 4-05.5 Payment The unit contract price per ton for "Imported Levee Embankment Fill, Including Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the levee embankment fill as shown on the plans and described in the specifications. Briscoe-Desimone Levee Reach 1JCasteel 4 - 3 November 14, 2014 Project Number: 09-3011.5 DIVISION 5 - SURFACE TREATMENTS ARID PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. i Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-04 HOT MIX ASPHALT SECTION 5-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.2 Materials Recycled materials such as Recycled Asphalt Pavement (R.A.P.) for the pavement sections shall not be allowed. SECTION 5-04.3(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(7)A Mix Design The City at its option may approve a current WSDOT approved mix design, Class 1t2" in place of performing a mix design, provided, however, that such mix design shall include a minimum asphalt content of 5% by total mix weight and anti-stripping compound. Anti-stripping compound shall be added to the asphalt material in accordance with Section 5-04.3(20). If the City is not satisfied with the mix submitted, a full mix design will be performed. The City is not required to justify to the Contractor its decision to perform a mix design. The City reserves the right to adjust the asphalt cement content based on mix design or approval of alternate mix designs submitted by the Contractor. SECTION 5-04.3(8)A IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(8)A Acceptance Sampling and Testing Acceptance Sampling and Testing shall be as follows: 1 . Asphalt Cement and Gradation: Extraction tests shall be taken every 500± tons as determined by the Engineer or each day whichever is less. 2. The Engineer is not precluded from taking more tests above if deemed necessary. 3. The Contractor is responsible to meet the required compacting asphalt cement content and gradation requirements. Averaging of test results will not be considered. Any deviation from the specification will be considered on a case-by-case basis by the Engineer and may require a credit to the City. The Engineer, however, is not obligated to accept out of specification work and Briscoe-Desimone Levee Reach 11Casteel 5 - 1 November 14, 2014 Project Number: 09-3011.5 has the authority to require the removal and repaving of material that does not meet the contract specifications at the Contractor's expense. SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(9) Spreading and Finishing HMA Class 112", PG 64-22 shall be compacted in lifts not to exceed 3 inches except that the final lift shall not exceed 2 inches unless approved by the Engineer. The minimum compacted depth of HMA Class 112", PG 64-22 asphalt concrete shall be 1-112 inch. SECTION 5-04.3(10) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(10) Compaction Density shall be at least 92 percent of maximum theoretical density (rice density). Compaction tests shall be performed by an approved geotechnical or testing firm under the direction of a professional civil engineer registered in the State of Washington. SECTION 5-04.3(10)B IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(10)B Control For HMA, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum 92 percent of the maximum density as determined by WSDOT Test Method 705. The level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, non-complying material may be accepted at a reduced price. Cores used to check density will be approved only when designated by the Engineer. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compactibility of the mix design. Compactibility shall be based on the ability of the mix to attain the specified minimum density (92 percent of the maximum density determined by WSDOT Test Method 705). Briscoe-Desimone Levee Reach 11Casteel 5 - 2 November 14, 2014 Project Number: 09-3011.5 In addition to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density reading. These additional tests shall not impact the compaction evaluation of the entire control lot. SECTION 5-04.3(12) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(12) Joints The HMA overlay and widening shall be feathered to produce a smooth riding connection to the existing pavement where planing is not specified. HMA utilized in the construction of the feathered connections shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. The full depth end of each lane of planing shall be squared off to form a uniform transverse joint. The Contractor shall construct and maintain a temporary HMA wedge in accordance with Section 5-04.3(12)A across the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. SECTION 5-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 5-04.3(21) Temporary Pavement Temporary pavement including trench patches shall be installed where specified by the Engineer. SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per ton for "HMA Class 112", PG 64-22" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing and finishing the asphalt for driveways, permanent utility patches, sidewalk ramps, and other areas at the locations shown on the plans, as specified herein and as directed by the Engineer. The cost for anti-stripping additive and asphalt for tack coat shall be included in this bid item. The unit contract price per ton for "Cold Plant Mix for Temporary Pavement Patch" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing, maintaining, removing and disposing of Cold Plant Mix as required to provide Briscoe-Desimone Levee Reach 1/Casteel 5 - 3 November 14, 2014 Project Number: 09-3011.5 temporary roadway patching of pavement at the locations as specified herein and as directed by the Engineer. SECTIONS 5-04.5(1), 5-04.5(1)A AND 5-04.5(1)B ARE DELETED IN THEIR ENTIRETY. 5-04.5(1) Quality Assurance Price Adjustments 5-04.5(1)A Price Adjustments for Quality of HMA Mixture 5-04.5(1)B Price Adjustments for Quality of HMA Compaction Briscoe-Desimone Levee Reach 11Casteel 5 - 4 November 14, 2014 Project Number: 09-3011.5 DIVISION 6 ® STRUCTURES 6-02 CONCRETE STRUCTURES SECTION 6-02.1 IS SUPPLEMENTED WITH THE FOLLOWING: 6-02.1 Description Submittal of Manufacturer's Data Submit manufacturer's product data with installation instructions for proprietary materials including reinforcement and forming accessories, admixtures, concrete sealer/anti-graffiti treatment, patching mortar, and curing materials for Owner approval prior to use or construction of product. Quality Assurance Concrete Installer Qualifications: Concrete installer shall be experienced and regularly engaged in producing vertically formed architectural concrete of the type specified; must employ only skilled personnel using proper equipment to produce work. Concrete installer shall provide a list of five or more projects where the same type of architectural concrete work was performed. I Concrete Work: Concrete work where indicated to be exposed is architecturally finished concrete; special care must be taken to provide specified, finished surfaces without gravel pockets, and other defacements. Voids and pitting shall not typically exceed 1/16" and may not in any instances exceed 1/8" in any dimension. Perform work of this section in accordance with ACI 301 , ACI 318 and ACI 347. SECTION 6-02.2 IS SUPPLEMENTED WITH THE FOLLOWING: 6-02.2 Materials Resin Bonded Anchors The resin bonded anchor system shall include the nut, washer, and threaded anchor rod which is installed into hardened concrete with a resin bonding material. Resin bonding material used in overhead and horizontal application shall be specifically recommended by the resin manufacturer for those applications. Resin bonding material used in submerged liquid environment shall be specifically recommended by the resin manufacturer for this application. I The resin bonded anchor system shall conform to the following requirements: Briscoe-Desimone levee Reach 1/Casteel 6 - 1 November 14, 2014 Project Number: 09-3011,5 1 . Threaded Anchor Rod and Nuts Threaded anchor rods shall conform to ASTM A 193 Grade B7 or ASTM A 449, except as otherwise noted, and be fully threaded. Threaded anchor rods for stainless steel resin bonded anchor systems shall conform to ASTM F 593 and shall be Type 304 unless otherwise specified. Nuts shall conform to ASTM A 563, Grade DH, except as otherwise noted. Nuts for stainless steel resin bonded anchor systems shall conform to ASTM F 594 and shall be Type 304 unless otherwise specified. Washers shall conform to ASTM F 436, and shall meet the same requirements as the supplied anchor rod, except as otherwise noted. Washers for stainless steel resin bonded anchor systems shall conform to ASTM A 240 and the geometric requirements of ASME B18.21 .1 and shall be Type 304 Stainless Steel unless otherwise specified. Nuts and threaded anchor rods, except those manufactured of stainless steel, shall be galvanized in accordance with AASHT© M 232. Galvanized threaded anchor rods shall be tested for embrittlement after galvanizing, in accordance with Section 9- 29.6(5). Threaded anchor rods used with resin capsules shall have the tip of the rod chiseled in accordance with the resin capsule manufacturer's recommendations. Galvanized threaded rods shall have the tip chiseled prior to galvanizing. 2. Resin Bonding Material Resin bonding material shall be a two component epoxy resin conforming to Type IV ASTM C 881 or be one of the following: a. Vinyl ester resin. b. Polyester resin. C. Methacrylate resin. 3. Ultimate Anchor Tensile Capacity Resin bonded anchors shall be tested in accordance with ASTM E 488 to have the following minimum ultimate tensile load capacity when installed in concrete having a maximum compressive strength of 6000 pounds per square inch (psi) at the embedment specified below: Briscoe-Desimone Levee Reach 11Casteel 6 - 2 November 14, 2014 Project Number: 09-3011.5 Anchor Tensile (Embedment Diameter Capacity (inch) (inch) (lbs.) 3/8 7,800 3-3/8 7/2 12,400 4-1/2 5/8 19,000 5-5/8 3/4 27,200 6-3/4 7/8 32,000 7-7/8 1 41,000 9 1-1/4 70,000 11 -1/4 The Contractor shall submit items 1 and 2 below to the Engineer for all resin bonded anchor systems. If the resin bonded anchor system and anchor diameter are not listed in the current WSDOT Qualified Products List, the Contractor shall also submit item 3 below to the Engineer. For resin bonded anchor systems that are installed in a submerged liquid environment the Contractor shall submit items 1, 2, and 4 below. If the resin bonded anchor system and anchor diameter are not listed in the current WSDOT Qualified Products List, the Contractor shall also submit item 3 below to the Engineer. 1 The resin manufacturer's written installation procedure for the anchors. 2. The manufacturer's certificate of compliance for the threaded anchor rod certifying that the anchor rod meets these requirements. 3. Test results by an independent laboratory certifying that the threaded anchor rod system meets the ultimate anchor tensile load capacity specified in the above table. The tests shall be performed in accordance with ASTM E 488. 4. For threaded anchors intended to be installed in submerged liquid environments the Contractor shall submit tests performed by an independent laboratory within the past 24 months which certifies that anchors installed in a submerged environment meet the strength requirements specified in the above table. Patching Mortar Patching mortar, if used, shall be of the same color as the surrounding concrete and shall be CHROMIX Conpatch as manufactured by L.M. Scofield Co., or approved equal. Joint and Crack Sealing Materials Section 9-04 is supplemented with the following: Construction joints shall be caulked and sealed with LITHOSEAL Buildingcalk-3G, color shall match Owner-selected Chromix integral color as manufactured by L. M. Scofield Company, 6533 Briscoe-Desimone Levee Reach 1/Casteel 6 - 3 November 14, 2014 Project Number: 09-3011.5 Bandini Boulevard, (213) 720-3030, Los Angeles, California 90040, or Owner approved equal. 6-02.3 Construction Requirements SECTION 6-02.3(14)C IS SUPPLEMENTED WITH THE FOLLOWING: 6-02.3(14)C Pigmented Sealer for Concrete Surfaces The pigmented sealer shall be selected form the approved products listed in the WSDOT Qualified Products List latest edition. The color of the pigmented sealer shall be Mushroom Cream by Rodda Paint. SECTION 6-06 IS DELETED AND REPLACED WITH THE FOLLOWING: 6-06 PEDESTRIAN HANDRAIL 6-06.1 Description The work covered by this section includes furnishing all materials labor and equipment to install new metal handrail on top of the new concrete barrier and retaining wall. 6-06.2 Materials Galvanized steel handrail ASTM A53/A53M Grade B. Miscellaneous Metal ASTM A36 Non Shrink Grout Section 9-20.3(2) ASTM C1107 Galvanizing ASTM A123 A153 and A525. Powder-coating shall be black semi-gloss as approved by the Engineer. Fasteners Section 6-02.2 Resin bonded Anchors 6-06.2(1) Submittals Product Data: Submit manufacturer's published literature for specified products and accessories as applicable, including manufacturer's specifications, performance calculations, and physical characteristics. Shop Drawings: Submit for approval shop drawings, details of fabrication with all dimensions including bends and radii, brackets, connections and installation details. Material Certificates: Submit for approval material certificates for the steel pipe listing the heat & lot number and corresponding chemical composition and mechanical properties. Briscoe-Desi mone Levee Reach 1/Casteel 6 - 4 November 14, 2014 Project Number: 09-3011.5 Powder Coating: Submit for approval powder coat color sample and product information. Hand rail shall be fabricated from galvanized steel tubing A53/A53M Grade B. as per the drawings. Rail post, and pickets shall be machine cut to provide uniform length prior to assembly. Fabricate hand rail to the dimensions shown with welded joints ground smooth and flush. Hand rail shall be parallel with the top of cap beam, as shown in the drawings. Maximum post spacing shall be 8 feet. Items that must be drilled or cut in the field as approved by the Engineer shall be coated with galvanizing repair paint, primer and black paint to match before installation. Hot-dipped galvanized steel hand rail shall not be water or chromate quenched. Powder coating application shall be within 12 hours of galvanizing. Remove all drainage spikes and surface defects by acid etching or as required. Use zinc phosphate pretreatment and surface must be perfectly clean. Pre-heat the work prior to power application. Use "degassing" grade polyester power only. Adjust pre-heat and line speed to ensure full cure. Powder Coating Contractor shall submit a black color sample with the railing shop drawings for the engineer's approval prior to fabrication. Acid etch galvanized steel prior to powder-coating. Handrail shall be erected and adjusted, if necessary to assure a continuous line and grade. Finished height shall be 48 inches above pedestrian surface, unless noted otherwise. Expansion joints shall be provided at intervals shown on the plans. Adjust railing prior to anchoring to ensure matching alignment at butting joints. Hand rail shall be set straight true and plumb without curves and bends and parallel to the face of the cap beam. After setting the railing, the Contractor shall readjust all parts of it if necessary to create an overall line and grade pleasing to the eye. Prime and paint all fasteners per the Standard Specifications 6-07 to match handrail powder coat color. 6-06.5 Payment The unit contract price per lineal foot for "Handrail" constitutes complete compensation for all labor and materials, for furnishing, fabrication, and installation. Included shall be all finishes, resin bonded anchor bolts, concrete drilling, powder coating and alignment adjustment for a complete system as shown on the plans. Briscoe-Desimone Levee Reach 1/Casteel 6 - 5 November 14, 2014 Project Number: 09-3011.5 6-07 PAINTING SECTION 6-07.3(9)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-07.3(9)B Paint Color Paint for the new steel shall be applied in accordance with Section 6- 07.3(9). The color of the top coat, when dry, shall match Mushroom Cream by Rodda Paint. SECTION 6-17 IS DELETED AND REPLACED WITH THE FOLLOWING: 6-17 PERMANENT GROUND ANCHORS 6-17.1 Description The work covered by this section consists of furnishing all materials, labor, and equipment to install new tie back anchors to support the sheet pile floodwall along West Valley Highway as shown on the plans. Specifications for anchor system are included in Appendix A-4, Section 02410 Permanent Tieback Anchors. 6-17.2 Measurement "Permanent Ground Anchors" will be measured as EACH Tie-Back Anchor accepted at the locations shown on the Drawings or as directed by the Engineer. 6-17.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The unit price per each for the "Permanent Ground Anchors (SR 181 West Valley Highway" constitutes complete compensation for ail materials, tools and equipment necessary to install permanent anchor tiebacks as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: all preparation, setup, installation, and testing of the anchors. Incidental to this item are all structural steel elements (including channels, W-Sections, plates, trumpets), welds, bolts, anchors, grout and reinforced concrete required to connect the tie-back anchors to the steel sheet piles as shown on the drawings and to provide waterproofing or as directed by the Engineer. Briscoe-Desi mono Levee Reach Masted 6 - 6 November 14, 2014 Project Number: 09-3011.5 DIVISION 6 IS SUPPLEMENTED BYADDiNG THE FOLLOWING NEW SECTION: 6-20 SHEET PILING 6-20.1 Description The City will provide steel sheet piles to the Contractor. The work covered by this section consists of furnishing equipment, labor, and materials; providing shop drawings, and performing all operations in connection with transporting sheet piles from the City stockpile at 12525 SE 248th St. to the work site and the installation of the metal sheet piling wall system, including bolted or structural connections; and miscellaneous steel, in accordance with these specifications and the applicable drawings. References The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. ASTM International (ASTM) ASTM A 572 (2007) Standard Specification for High-Strength Low- Alloy Columbium-Vanadium Structural Steel ASTM A 6 (2012) Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling ASTM A 36 (2005) Standard Specification for Carbon Structural Steel ASTM A 325 (2007) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength ASTM A 449 (2007a) Specification for Hex Cap Screws, Bolts, and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use ASTM F 436 (2007) Hardened Steel Washers ASTM A 123 (2002) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products ASTM A722 (2012) Standard Specification for Uncoated High- Strength Steel Bars for Prestressing Concrete A775 (2007) Standard Specification for Epoxy-Coated Steel Reinforcing Bars American Institute Of Steel Construction (AISC) RISC 348 (2000) Structural Joints Using ASTM A325 or A490 Bolts American Welding Society (AWS) AWS D1 .1 (2012) Structural welding Code - Steel Briscoe-Desimone Levee Reach 1/Gasteel 6 - 7 November 14, 2014 Project Number: 09-3011.5 Submittals The following shall be submitted to the City for approval: Proposed Layout and Sequence of Operations: Proposed layout and sequence shall include the proposed grading to create a temporary working platform along the existing levee, if necessary, including any required excavation and backfilling in front of and behind the wall. Proposed sequence shall detail the coordination and sequence of installation of the sheetpile wall, and permanent tiebacks, including temporary excavation and backfilling, concrete cap beam and barrier. Steel Sheet Piling Shop Drawings: Shop drawings for steel sheet piling, including fabricated sections, and miscellaneous steel, shall show complete piling dimensions and details, driving sequence and location of installed piling. Shop drawings shall include details of the method for handling piling to prevent permanent deflection, distortion or damage to piling interlocks. Shop drawings shall also show complete details for the fabrication, erection, and installation of all miscellaneous steel including special fabricated piles and connections. Shop drawings for steel sheet piling, including fabricated sections, and miscellaneous steel, shall show: • Complete piling dimensions and details. • Details of the method for handling piling to prevent permanent deflection, distortion or damage to piling interlocks. • Dimensions for holes for handling sheet piles • Complete details for the fabrication of all miscellaneous steel including special fabricated piles and connections. • Details on hole patching. Sheet Pile Stock Pile Access Plan: Provide a plan to communicate with the City how the Contractor will access sheet piles from the City stockpile site (reference KSP Section 1-04.9(1) for stockpile site). The plan should include: • Traffic access to the city facility • Temporary measures needed to facilitate access to facility • Temporary crane and equipment setup locations for unloading the sheets. Driving Equipment: Complete descriptions of driving equipment, including qualifications of equipment operators, shall be submitted prior to commencement of work. Product Data: Manufacturer's literature available from suppliers that demonstrates compliance with applicable specifications. Materials Test Certificates and Test Reports: Test reports and certificates of compliance that show that the materials to be provided are in compliance with the applicable specifications. Materials test certificates and test reports shall be submitted for each shipment of Briscoe-Desimone Levee Reach I/Casteel 6 - a November 14, 2014 Project Number: 09-3011.5 steel sheet piling and identified with specific lots prior to installing piling. Identification data shall include piling type, heat analysis number, chemical composition, mechanical properties, section properties, heat number, and the steel manufacturer's name and mill identification mark. Testing of sheet piling for mechanical properties shall be performed after the completion of all rolling and forming operations. Material test reports shall meet the requirements of ASTM A6. Installation Records: A complete and accurate record of each sheet pile driven shall be submitted within 3 days of completion of pile driving operations. The record shall indicate the pile location (as driven), date driven, size, driven length, embedded length, final elevations of tip and top, pile weight, blows required for each foot of penetration throughout the entire length of the pile and for the final 6 inches of penetration, and the total driving time. When vibratory hammers are used, the driving records shall include pile penetration rate data in feet of installation per minute. The record shall also include the type and size of equipment used and the rate of operation. 6-20.2 Materials Metal Sheet Piling Steel Sheet Piling Steel sheet piling shall be new hot-rolled sections of the type shown or alternative steel sheet piling sections as described in these specifications, conforming to the requirements of ASTM A 572 Grade 50. The interlocks of the sheet piling shall be free- sliding, provide a swing angle suitable for the intended installation, but not less than 5 degrees when interlocked, and maintain continuous interlocking when installed throughout their entire length. The sheet piling shall be homogeneous for the full thickness of the section and shall be capable of developing the j structural capacity using the full section modulus. Sheet piling shall be provided with standard lifting holes. Lifting holes shall be in the web of the section and within the top twenty (20) inches of the sheet pile top. Holes are not allowed in the flanges of the sheet pile sections unless indicated on the Contract Plans. The Contractor will be responsible for any damaged sheets once the stockpile is turned over to the Contractor. Contractor damaged sheets shall be rejected and replaced as directed by the Engineer and at no cost to the City. Cold Formed Sheet Pile Cold Formed Sheet Pile sections will not be considered for this project. Briscoe-Desimone Levee Reach 11Gasteel 6 - 9 November 14, 2014 '... Project Number: 09-3011.5 Appurtenant Metal Materials Bolts Unless otherwise shown on the Contract Plans bolts shall conform to ASTM A 325 or ASTM A 449 as indicated on the Contract Plans with threads excluded from the shear plane. All bolts shall be installed at the proper location and set straight and square with connecting members. Hardened washers conforming to ASTM F 436, shall be provided under nuts and bolt heads. Until final acceptance of the completed work, the Contractor shall be required to check, straighten and tighten bolts in any part of the structure. Installation shall conform to the requirements of RISC 348 as applicable. Headed Stud Anchors Studs shall conform to ASTM A 108 and shall be welded and tested in accordance with AWS D1 .1 Section 7. The steel stud material shall have the following minimum properties; Fy= 51 ,000 psi Fu= 65,000 psi Bolt Holes All holes for bolts shall be provided where required or specified and at the proper location or position. Holes in metal members shall be shop punched or drilled. Field cutting or drilling of holes will be allowed where field variations of bolt location may be expected. Field cut bolt holes shall be drilled or torched undersized and shall be reamed to the proper size. Burrs and ridges around the holes shall be removed flush to the surface. Unless otherwise indicated or specified all holes for items that are to be inserted through metal members shall be standard size and not more than 1/16 inch larger than the diameter of the item being installed. Transition Sheet Pile Sections The Contractor shall design and provide transition sheet pile sections as necessary to accommodate alignment changes. Transition sheet pile sections shall be fabricated from plates, angles, and standard pile sections cut or bent as necessary. Miscellaneous Plates and Shapes Miscellaneous plates and shapes, as shown on the Contract Plans, shall conform to ASTM A 36/A 36M. Galvanizing shall conform to ASTM A 123/A 123M. Piling Driving Equipment The Contractor shall supply all equipment for driving piles, extracting piles and removing or shifting sheet pile obstructions. Briscoe-Desimone Levee Reach 1/Casteel 6 - 10 November 14, 2014 Project Number: 09-3011.5 Pile driving equipment shall be either variable moment vibratory hammer or hydraulic press type. Impact hammers will not be allowed. The Contractor shall supply a chisel beam for dealing with obstructions. This will be considered part of the Contractors standard equipment to perform the work. Procurement or mobilization of the chisel beam will not be considered for payment. 6-20.3 Construction Requirements General Schedule Do not begin installation of sheet piles until pre-construction monitoring reports have been submitted and approved by the Engineer as outlined in Section 01850 CONSTRUCTION MONITORING PROGRAM. Begin installation of sheet piles in accordance with the requirements of Section 02150 SHEET PILE INSTALLATION TEST PROGRAM. Do not begin installation of production sheet piles until the results of the test program have been submitted and approved by the Engineer. Delivery and Storage Materials delivered to the site shall be new and undamaged and shall be accompanied by certified test reports. The manufacturer's logo and mill identification mark shall be provided on the sheet piling as required by the referenced specifications. Sheet piling shall be stored and handled in the manner recommended by the manufacturer to prevent permanent deflection, distortion or damage. As a minimum support on level blocks or racks spaced not more than 10 feet apart and not more than 2 feet from the ends. Storage of piling should also facilitate required inspection activities. Field Measurements The Contractor shall obtain all field measurements required for proper and adequate fabrication and installation of the work. Exact measurements are the Contractor's responsibility. Preparation The Contractor shall plan and construct a temporary working platform as required for access of the Contractor's proposed construction equipment and the Contractor's proposed sequence of work. The flood protection afforded by the existing levee may not be diminished between October 1 and April 15. Any modifications to the existing levee require the prior written approval of the Engineer. The Contractor shall relocate/remove all stone, concrete, roots, buried logs, submerged timbers, and other materials interfering with the proper alignment and performance of the work. Briscoe-Desimone Levee Reach Masted 6 - 11 November 14, 2014 Project Number: 09-3011.5 Placing and Driving Placing Any excavation required within the area where sheet pilings are to be installed shall be completed prior to placing sheet pilings. Any excavation on the landside of the wall shall be backfilled to the pre-existing grade unless otherwise shown on the Contract Plans. Pilings shall be placed plumb with out-of-plumbness not exceeding 1/8 inch per foot of length and true to line. Temporary wales, templates, or guide structures shall be provided to ensure that the pilings are placed and driven to the correct alignment. A system of structural framing sufficiently rigid to resist lateral and driving forces shall be used to adequately support the piles until design tip elevation is achieved. Pilings properly placed and driven shall be interlocked throughout their length with adjacent pilings to form a continuous diaphragm throughout the length or run of piling wall. Construction Impact Monitoring Follow requirements of Section 01860 CONSTRUCTION NOISE AND VIBRATION CONTROL and Section 02100 SETTLEMENT MONITORING PROGRAM during driving and removal (if necessary) of sheet piles. Driving Pilings shall be driven with the proper equipment and by approved methods so as not to subject the pilings to damage and to ensure proper sheet pile interlocking throughout their lengths. Driving method shall not cause damage to the nearby structures. Each pile shall be driven until the required depth of penetration has been reached. If a pile fails to reach the tip elevation shown on the Contract Plans, the Contractor shall notify the Engineer and perform corrective measures as directed. Driving equipment shall be maintained in proper alignment during driving operations by use of fixed leads or guides. Pilings damaged during driving or driven out of interlock shall be removed and replaced at the Contractor's expense. Adequate precautions shall be taken to ensure that pilings are driven plumb within the maximum permissible taper. If at any time the forward or leading edge of the sheet piling wall is found to be out-of-plumb in the plane of the wall, the piling being driven shall be driven to the required depth and tapered pilings shall be provided and driven to interlock with the out-of-plumb leading edge or other approved corrective measures shall be taken to ensure the plumbness of succeeding pilings. The maximum permissible taper for any tapered piling shall be 1/8 inch per foot of length. The horizontal alignment of the steel sheet pile wall shall be within one (1) inch of the required location after completion of driving. Pilings in each run or continuous length of piling wall shall be driven alternately in increments to the required depth or elevation. No piling shall be driven to a lower elevation than those behind it in the same run except when the pilings behind it cannot be driven deeper. If the sheet piling next to the one being driven tends to follow below final Briscoe-Desimone Levee Reach 11Casteel 6 - 12 November 14, 2014 Project Number: 09-3011.5 elevation it may be pinned to the next adjacent piling. Pilings shall be driven to depths shown on the Contract Plans and shall extend up to the elevation shown on the Contract Plans for the top of pilings. A tolerance of one (1) inch above the required top elevations will be permitted providing the top of the piling is cut in a neat straight line. Pilings shall not be driven within 100 feet of concrete that is less than 7 days old. Where possible piles shall be driven with the ball end leading. If an open socket is leading, a bolt or similar object shall be placed in the bottom of the interlock to minimize packing material into it and ease driving for the next sheet. Obstructions An obstruction shall be defined as any object, such as but not limited to, boulders, logs, old foundations, etc., whose presence was not obvious or specifically noted on the Drawings and that cannot be driven through or around with normal driving procedures, but requires additional excavation or other procedures to remove or miss the obstruction. When an obstruction is encountered, the Contractor shall notify the Engineer and upon concurrence of the Engineer, the Contractor shall begin working to break up, push aside, or remove the obstruction. The obstruction shall be removed, broken up, pushed aside, or penetrated with a chisel beam unless otherwise directed by the Engineer. If the Contractor demonstrates to the Engineer that removal of the obstruction is impractical, the Contractor shall make modifications to the sheet piling construction specified in the Contract Plans as directed by the Engineer. Modifications to the sheet piling construction include, but are not limited to changes to the wall alignment and sheet pile elevations. Contractor shall spend a minimum of one hour attempting to break up or remove the object before it will be considered an obstruction. Engineer shall be the sole judge of whether an obstruction has been encountered. Unexpected Existing Utilities The Contractor shall notify the Engineer immediately of any utility encountered during the placing and driving of the sheet piling. The Engineer will direct the Contractor to relocate the utility, abandon the utility, or penetrate the wall with the utility. Cutting Off and Splicing Pilings driven to refusal or to the point where additional penetration cannot be attained and are extending above the required top elevation shall be cut off to the required elevation, as directed by the Engineer. The tops of pilings excessively battered during driving shall be trimmed when directed at no cost to the City. Piling cutoffs shall become the property of the Contractor and shall be removed from the site. All cutting shall be done in a neat and workmanlike manner. A straight edge shall be used in cuts made by burning to avoid abrupt nicks. Briscoe-Desimone Levee Reach 1tCasteel 6 - 13 November 14, 2014 Project Number: 09-3011,5 Pilings shall be continuous full length sections. Spliced piles will not be accepted. The Contractor shall cut holes in pilings for bolts and reinforcement bars, as shown on the Contract Plans or as directed by the Engineer. Bolt holes in steel piling shall be drilled or may be burned and reamed by approved methods that will not damage the surrounding metal. The Contractor shall install handling holes necessary to move and install the sheet piles. The Contractor shall plug all holes. Plugged holes must be watertight and not compromise the integrity of the sheet pile wall. Plugged holes will not be measured for payment. Inspection of Driven Piling The Contractor shall perform continuous inspection during pile driving for compliance with tolerance requirements. Contractor shall inspect the interlocked joints of driven sheet pilings extending above ground. Pilings found to be out of interlock shall be removed and replaced at the Contractor's expense. Pulling and Redriving The Contractor shall pull selected pilings after driving to determine the condition of the underground portions of pilings when directed by the Engineer. The piling found to be damaged to the extent that its usefulness in the structure is impaired shall be removed and replaced at the Contractor's expense. Pilings pulled and found to be in satisfactory condition shall be redriven when directed by the Engineer. Temporary Construction The Contractor is responsible for temporary bracing and support of the structure during construction and shall protect all exposed partially complete work against damage. Any structural component damaged during construction shall be replaced by the Contractor at no cost to the City. The Contractor's means and methods of providing temporary protection shall be included in the work plan as approved by the Engineer. Quality Control The Contractor shall establish and maintain quality control for work under this section to assure compliance with contract requirements. Contractor shall inspect for imperfections in joint interlock capable of impeding installation and reject damaged sheet piling sections or repair them as required prior to installing. Contractor shall maintain and submit daily records of his quality control for all construction operations including, but not limited to, the following: Briscoe-Desi mone Levee Reach 11Casteel 6 - 14 November 14, 2014 Project Number: 09-3011.5 Materials; Sheet piling driving operations, including type and rating of pile driving equipment; and Driving record for each sheetpile including the following: 1 Pile reference number. 2. Type of pile. 3. Length of pile before driving. 4. Detailed driving record. 5. Length of pile cutoff. 6. Final tip and top elevations. 7. Deviations from design location and alignment. 8. Lateral deflection and other appropriate deflection measurements. 9. Records of occurrence of any gaps between sheet piles created during pile driving and measures to correct gaps. 10, Other data pertaining to the pile installation and performance. A copy of the records of inspections, as well as the records of corrective actions taken, shall be furnished to the City as directed by the Engineer, Removal The removal of pilings shall consist of pulling, sorting, cleaning, inventorying and storing previously installed pilings as directed by the Engineer, Pulling The method of pulling piling shall be approved by the Engineer. The method shall be selected to prevent vibrations that could cause damage to or settlement of buildings, pavements utilities or other site improvements. Pulling holes shall be provided in pilings to avoid damaging piling interlocks and adjacent construction. If the Engineer determines that adjacent construction or site improvements have been damaged during pulling the Contractor will be required to repair this construction at no cost to the City. Pilings shall be pulled one sheet at a time. Pilings fused together shall be separated prior to pulling unless the Contractor demonstrates to the satisfaction of the Engineer that the pilings cannot be separated. The Contractor will not be paid for the removal of pilings damaged beyond structural use due to proper care not being exercised during pulling. Sorting, Cleaning, Inventorying and Storing Pulled pilings shall be sorted, cleaned, inventoried and stored by type into groups as (1) pilings usable without reconditioning, (2) piling requiring reconditioning and (3) piling damaged beyond structural use. Briscoe-Desimone Levee Reach I/Casteel 6 - 15 November 14, 2014 Project Number: 09-3011,5 Bacicfilling Voids Where voids adjacent to steel sheet piling are induced by pile driving operations, the Contractor shall pump out all seepage and rain water and backfill the void(s) with levee embankment fill. 6-20.4 Measurement Steel Sheet Pile shall be measured for payment by the area of 2- dimensional projected wall area for each size pile used. The projected wall area for the following cases shall be calculated as follows: 1 . Projected wall area shall be computed by multiplying the horizontal length of the wall measured along the centerline of the wall (eg. AZ26-700 horizontal length = 700 mm) times the length of piles measured from the tip elevation to the cut-off elevation. The pay line for the bottom of the wall shall be the tip elevations shown on the Contract Plans or as directed by the Engineer. If piling is driven deeper than shown on the Contract Plans due to Contractor convenience, the portion of piling below the tip elevation shown on the Contract Plans shall not be measured for payment. 2, For installed pilings that are directed to be cut off before reaching the penetration depth shown on the Contract Plans, the portion cut off will be measured for payment as the difference between the total length of piling shown on the Contract Plans for that location and the length of piling installed below the point of cut-off. Pilings not driven to the penetration depths shown on the Contract Plans, which are directed by the Engineer to be cutoff, except for those cutoffs necessitated by excessive battering, will be paid by each square foot of sheet pile for the portion cut off. Measurement for payment will be as stipulated herein at the rate of 50 percent of the applicable unit price. Only one side of each sheet pile will be measured for payment. Measurement will be approved once the sheet pile is installed to the final elevations shown on the drawings or approved by the Engineer. 6-20.5 Payment Payment will be made in accordance with Section 1-04.1 for the following: "Install Sheet Piling — Wall Type (AZ26-700) 30' Length; 40' Length: 45' Length; 50' Length; and 55' Length", per square foot Payment for steel sheet piling in place, of the size and type of sheet piling specified, shall be made at the unit price per square foot. Payment shall cover all costs of handling, storing, and installing piling, including placing, driving, cutting holes, plugging holes, trans itiontcorner pieces, backfilling voids, shear studs, stiffener plates, isolation joint components and other materials and work incidental to construction of the sheet pile wall. Briscoe-Desimone Levee Reach 11Casteel 6 - 16 November 14, 2014 Project Number: 09-3011.5 I Payment for "Purchase and Installation Sheet Piling — Wall Type (AZ26- 700)," per force account will be made for the costs associated with dealing with acquiring, handling, storing, and installing piling, including placing, driving, cutting holes, plugging holes, backfilling voids, shear studs, stiffer plates, isolation joint components and other material and work incidental to construction of the sheet pile wall. Pilings, which have been installed and are pulled at the direction of the Engineer and found to be in good condition, will be paid for at the applicable unit price for installing the pilings in their initial position plus an equal amount for the cost of pulling. When such pulled pilings are redriven an additional amount equal to the unit price for installing the pilings will be paid for redriving pilings. When pilings are pulled and found to be damaged, no payment will be made for the initial furnishing and driving or for the pulling of such pilings. The Contractor will be responsible to replace damaged pilings at no additional cost to the City. The unit contract price per square foot for "Sheet Pile Paint" shall be considered complete compensation for all materials, labor, tools and equipment required to install sheet pile paint in accordance with WSDOT Standard Specification Section 6-07 on the sheet piles as shown on the plans, specifications and as directed by the Engineer. Also see Section 6-07.3(9)B of the Kent Special Provisions for paint color. Payment for "Sheet Piling — Removing Obstructions or Construction Modifications", per force account will be made for the costs associated with dealing with the obstruction. When an obstruction is encountered, the Contractor shall notify the Engineer for concurrence and documentation. The Contractor shall spend a minimum of one hour attempting to break up or remove the object before it will be considered an obstruction. The one hour time period will begin after the Engineer is notified an agrees. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the labor, equipment, materials, and other resources utilized. Measurement for effort for dealing with obstructions will begin after the one hour period and will end once the Contractor resumes typical sheet piles installation (i.e. once the chisel beam is put down and hammer set back on the sheet piles). The payment amount will be determined based on the agreed to cost items using the rate and markup methods specified in the WSDOT Standard Specifications Section 1-09.6. For the purpose of providing a common proposal for all Bidders, the City has entered an amount for the item "Sheet Piling — Removing Obstructions or Construction Modifications" in the Bid Proposal to become part of the total bid. Briscoe-Desimone Levee Reach 1/Costeel 6 - 17 November 14, 2014 Project Number: 09-3011.5 Payment for work for "Sheet Piling — Unexpected Existing Utilities", per force account will be based on the costs associated with dealing with the unexpected existing utilities. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the labor, equipment, materials, and other resources utilized. The payment amount will be determined based on the agreed to cost items using the rate and markup methods specified in the WSDOT Standard Specifications Section 1-09.6. For the purpose of providing a common proposal for all Bidders, the City has entered an amount for the item "Sheet Piling — Unexpected Existing Utilities" in the Bid Proposal to become part of the total bid. Payment for "Install Corner Pile — 55' Length" of the size and type of sheet piling specified, shall be made at the unit price per each. Payment shall cover all costs of furnishing, handling, storing, including other materials and work incidental to furnish, deliver and stockpile the corner piles at the location noted above for sheet piling. The lump sum contract price for "Monitoring and Testing" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to perform the monitoring and testing as described in Appendix A-4. Included is everything described under the Construction Monitoring Program, Construction Noise and Vibration Control, Settlement Monitoring and Sheet Pile Installation Test Program. Briscoe-Desimone Levee Reach I/Casteel 6 - 18 November 14, 2014 Project Number: 09-3011.5 DIVISION 7 - DRAINAGE TRUCTURES, STORM SEWERS, SAN ITARY SEINE S WATER MAI NS AND CONDUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV...--9-05.7(2) PVC-........................................................................9-05.12(1) Ductile Iron Pipe Class 50 (Unlined)................ 9-05.13 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to ensure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV cameras inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. i Briscoe-Desimone Levee Reach 11Casteel 6 - 19 November 14, 2014 Project Number: 09-3011.5 SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment The unit contract price per lineal foot for "PVC Storm Sewer Pipe, 8 Inch Diameter" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new ore existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment The unit contract price per ton for "Foundation Material. Class I and I I" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary or incidental to furnish and place foundation material as shown on the plans and described in the specification. This includes, but shall not be limited to, excavating, loading, hauling, mixing, placing, shaping and compacting. The unit contract price per ton for "Pipe Zone Bedding constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes, but shall not be limited to, excavating, loading, hauling, mixing, placing, shaping, and compacting. Reference WSDOT Standard Plan B-55.20-00. Briscoe-Desimone Levee Reach 11Casteel 6 - 20 November 14, 2014 Project Number: 09-3011.5 DIVISION 8 ® MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed..................................... 8-01 .3(2)B and 9-14.2 Fertilizer ............................... 8-01 .3(2)B and 9-14.3 Mulch and Amendments..........8-01 .3(2)D and 9-14.4 Tackifier................................8-01 .3(2)E and 9-14.4(7) Straw Mulch .......................... 9-14.4(1) Clear Plastic Covering ............. 9-14.5(3) Straw Wattle ......................... 9-14.5(5) I 8-01.3 Construction Requirements SECTION B-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. Briscoe-Desimone Levee Reach 1/Casteel 8 - 1 November 14, 2014 Project Number: 09-3011.5 The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storagetlaydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1 . Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(9) 1S SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1 . WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington Briscoe-Cosimone Levee Reach 1tCasteel 8 - 2 November 14, 2014 Project Number: 09-3011.5 2. RCW 90.48.080 Discharge of pollutants prohibited 3. City of Kent 2002 Surface Water Design Manual 4. Construction Stormwater General Permit — WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site Stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. B-01.3(2) Seeding, Fertilizing and Mulching SECTION B-01.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING: B-01.3(2)B Seeding and Fertilizing i Topsail and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Briscoe-Desimone Levee Reach 11Casteel 8 - 3 November 14, 2014 Project Number: 09-3011.5 Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1 . Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified Section 9-14.2 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. Briscoe-Desimone Levee Reach 1/Casteel 8 - 4 November 14, 2014 Project Number: 09-3011.5 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01 .3(2)D and 9-14.4. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.3 of the Kent Special Provisions. Fertilizer shall be incorporated into the seed, mulch and water slurry per the Manufacturer's specification. i Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 Ibs/acre of "Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 5-01.3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)D Mulching Wood cellulose fiber mulch conforming to Section 9-14.4 of the WSDOT Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.4(2) shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section Briscoe-Desimone Levee Reach 1/Casteel 8 - 5 November 14, 2014 Project Number: 09-3011.5 8-01 .3(2)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION B-01.3(2)E IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(2)E Soil Binders and Tacking Agents Unless specified otherwise, wood cellulose fiber mulch per Section 9-14.4(2) of the WSDOT Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be Type A as specified in Section 9-14.4(7) of the WSDOT Standard Specifications. When specified, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommendations. SECTION B-01.3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1 . Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION B-01.3(2)G IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets Briscoe-Dosimono Levee Reach 1/Castcol 8 - 6 November 14, 2014 Project Number: 09-3011.5 and area drains open and free flowing. Protect all seeding against wind„ storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-01.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)H Inspection Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. Briscoe-Desimone Levee Reach 1(Casteel $ - 7 November 14 2014 Project Number: 09-3011.5 SECTION 8-01.4 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.4 Measurement The erosion control blanket will be measured by the square yard of actual ground covered and will not include areas of overlapping. SECTION 8-01.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.5 Payment The unit contract price per square foot for "Seeding, Fertilizing, and Mulching" shall be full pay for all labor, materials tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, including the following areas: 1 . All planter areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. All biofiltration swales. 3. Detention pond site. 4. Other areas as directed by the Engineer. Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. Topsoil Type B is considered incidental to this bid item unless a specific bid item is listed in the proposal. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non-planter areas is incidental to the unit price. The unit bid price per lineal foot for "Filter Fabric Fence" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to construct and install the fence as shown on the plans, including fabric, posts and gravel to anchor fabric. This bid item also includes: maintenance throughout the project; and removal and disposal of the fence and accumulated sediment as directed by the Engineer. The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit bid price per square yard for "Straw Mulch" constitutes complete compensation for all materials, tools, labor and equipment required for applying straw mulch on exposed soils for erosion control as directed by the Engineer. Straw shall be in an air-dried condition, and free of noxious weeds and other materials detrimental to plant Fife. The unit price per square yard for "Clear Plastic Covering" (6 mil polyethylene sheets) shall constitute complete compensation for Briscoe-Desimone Levee Reach 1JCasteel 8 - 8 November 14, 2014 Project Number: 09-3011.5 i furnishing, staking, maintaining and protecting, the material in place (including sand bags and stakes) on all exposed soils per the WSDOT Standard Specification and as directed by the Engineer. The unit contract price per hour for "ESC Lead" shall be full pay for all duties outlined in Section 8-01 .3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. The unit bid price per square yard measured as installed for "Erosion Control Blanket" shall constitute complete compensation for all materials, labor, tools, equipment and supplies necessary to install XCEL Excelsior Superior S2 erosion control blanket or equivalent as shown on the plans including but not limited to: furnishing and installing wood stakes, providing a smooth surface prior to placement, and all other items needed to install the blanket. The erosion control blanket shall be composed of straw (non-coconut) with a two-sided plastic net that is degradable when exposed to sunlight and is rated for about one year of service. Included are spreading, staking and required overlapping to correctly install the erosion control blanket. 8-02 ROADS I DE RESTORAT I ON SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description i Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECTION 8-02.1 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 8-02.1 (1) Submittals The Contractor shall submit within 20 days after Notice to Proceed date a list of all plant material indicating source of supply, order invoice, size and quantity for such species or variety. All plant materials shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestations. Briscoe-DesimoneLevee Reach 11Casteel 8 - 9 November 14, 2014 Project Number: 09-3011.5 j Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Engineer. SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.2 Materials Materials shall meet the requirements of the following sections: Topsoil Type A, Type B, and Type C .------9-14.1 (1), (2), (3) Seed ............... ...................9-14.2 Fertilizer.......... ...... ....9-14.3 Mulch and Amendments ..................... ...—.9-14.4 Wood Cellulose Fiber..................................9-14,4(2) Erosion Control Devices .. 9-14.5 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING., 8-02.5 Payment The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and -equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. The unit contract price per cubic yard for "Bark or Wood Chip Mulch" constitutes complete compensation for all labor, supplies, materials, Briscoe-Desimone Levee Reach I/Casteel 8 - 10 November 14, 2014 Project Number: 09-3011.5 tools and equipment necessary to supply and spread the mulch in the areas as directed by the Engineer. 8-03 IRRIGATION SYSTEMS SECTION 8-03.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-03.1 Description The work shall also consist of removal and modification of existing irrigation systems and installation of new components as necessary to accommodate the new improvements. Irrigation systems may exist at various locations within the project area. The design and actual configuration of these systems is unknown. AS these systems are located in the field, the extent of the work and materials needed will be determined to keep the remaining portions of these systems operational. SECTION 8-03.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-03.3 Construction Requirements The Contractor shall submit to the City a schematic plan of the work to be done and the components to be installed for review and approval prior to proceeding with the work. SECTION 8-03.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-03.5 Payment The bid item "Existing Irrigation System Removal and Modifications" shall be paid by force account in accordance with Section 1-09.6 of the WSDOT Standard Specifications. This payment shall constitute complete compensation for all labor, tools, materials and equipment necessary to complete the work described above as approved by the City. This item also includes all costs to test the existing irrigation system to determine if the system is operational. If the Contractor fails to test an irrigation system and the property owner claims the system was operational before the system was removed or modified, the Contractor shall replace, restore or repair the irrigation system at the Contractor's sole expense. This item also includes all casts to submit plans and obtain approval from the City for the work to be completed. For the purpose of providing a common proposal for all bidders, the City has entered an estimated amount for force account for this item in the proposal to become part of the total bid by the Contractor. i i Briscoe-Desimone Levee Reach Masted S - 11 November 14, 2014 Project Number: 09-3011.5 i 8-04 CURBS GUTTERS AND SPILLWAYS SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1- 05.5(6) of the Kent Special Provisions. If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment Add the following to Section 8-04.5 of the WSDOT Standard Specifications: The unit contract price per linear foot for "Cement Concrete Extruded Curb" shall be considered complete compensation for all materials, labor, tools and equipment required to install the curb in accordance with the plans, specifications and as directed by the Engineer. The unit contract price per linear foot for "Cement Concrete Mow Strip" constitutes complete compensation for all labor, materials, tools, and equipment to construct the mow strip as shown on the plans. The unit contract price per linear foot for "Install Monolith Concrete Curb" shall be considered complete compensation for all materials, labor, tools and equipment required to install the curb in accordance with the plans, specifications and as directed by the Engineer. 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.3(2) Surface Preparation In removing raised pavement markers and plastic traffic buttons, the Contractor shall: 1 . Haul broken-up pieces of raised pavement markers, plastic traffic buttons and all waste material to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Remove all sand, or other waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. Briscoe-Desimone Levee Reach 1JCasteel 8 - 12 November 14, 2014 Project Number: 09-3011.5 3. Install temporary lane markings at their sole expense, unless the street is going to be remarked, or overlaid immediately after the completed removal of raised pavement markers and/or plastic traffic buttons. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, including the complete removal of all remaining adhesive, and fill any surface voids caused by the removal work. SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.4 Measurement When shown as lump sum in the plans or in the Proposal as removal of raised pavement markers and plastic traffic markings, no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.5 Payment The lump sum contract price for "Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECTION 8-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.1 Description This work shall consist of installing, adjusting, removing, relocating, replacing or restoring existing property fences of all types specified in accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. SECTION 8-12.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: i 8-12.3(1) Chain Link Fence and Gates Existing fences and gates shall be restored to their former condition or to that condition acceptable to the Engineer. I New materials shall meet the requirements shown in the plans or as directed by the Engineer. Security fence shall meet WSEOT Standard Plan L-40.20-01 ; Glare Screen Type 2 (black, vinyl coated chain link with slats) with 3 strands of black vinyl coated wire with galvanized barbs. Briscoe-Desimone Levee Reach 1/Casteel 8 - 13 November 14, 2014 Project Number: 09-3011.5 SECTION 8-12.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(2) Wire Fence and Gates Existing wire fence and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall be in general conformance to the requirements of Section 8-12 of the WSDOT Standard Specifications. SECTION 8-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.4 Measurement Remove and relocate fence shall be measured by the linear foot of relocated fence, along the ground line, exclusive of openings. Gates shall be included in the fence measurement. Temporary fencing shall be measured by the linear foot of temporary fence, along the ground line exclusive of openings. Gates shall be included in the fence measurement. Remove and restore fence shall be measured along that portion of the fence which must be removed in order to perform necessary work. Measurement for payment will be between the closest posts which remain undisturbed by the work. Restoration of fence beyond the stated limits is incidental to and included in the measured length defined above. If the Contractor removed additional fence for its convenience, restoration of the additional length of fence shall be at its sole expense. SECTION 8-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.5 Payment "Remove and Restore Fence," per linear foot. "Temporary Security Fencing," per linear foot. The unit contract price per lump sum for "Remove and Rebuild 6' High Trash Enclosure Fence" constitutes complete compensation for all labor, materials, supplies and equipment to remove, dispose of if necessary, and reconstruct the trash enclosure where shown on the plans and described in the specifications. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. Briscoe-Desimone Levee Reach 11Casteel 8 - 14 November 14, 2014 Project Number: 09-3011.5 After trowling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Sidewalk ramps shall be of the type specified in the plans. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans and may be formed by either embossing the wet concrete, adding a manufactured material after the concrete has cured, or installing masonry or,ceramic tiles. When masonry or ceramic tiles are used, the Contractor shall block out the detectable warning pattern area to the depth required for installation of the tiles and finish the construction of the concrete ramp. After the concrete has set and the forms have been removed, the Contractor shall install the tiles using standard masonry practices. The two-foot wide detectable warning pattern area on the ramp shall be yellow and shall match the color of "Standard Interstate Yellow" paint as specified in Formula K-2-83. Yellow masonry paint for precast curbs, Formula H-3-83, may be used for truncated dome patterns embossed into the concrete surface. SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: "Cement Concrete Sidewalk" "Cement Concrete Sidewalk Ramp Type 1" The unit bid per square yard or per each for the above items constitutes complete compensation for all materials, labor, supplies, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Briscoe-Desimone Levee Reach Masted 8 - 15 November 14, 2014 Project Number: 09-3011.5 8-15 RIPRAP SECTION 8-15.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-15.2 Materials Rock for Erosion and Scour Protection ........9-13.4 Quarry Spalls ..........................................9-13.6 SECTION 8-15.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-15.3(6) Quarry Spalls Quarry spalls may be used to construct a working platform for the wall construction. Do not place the quarry spalls within 3 feet of the concrete cap beam or below the bottom elevation of the concrete cap beam. The quarry spalls shall be left in place and the trail section constructed on top. SECTION 8-15.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-15.5 Payment The unit contract price per ton for "Rock for Erosion and Scour Protection Class A" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to haul, place, finish grade, and compact the rock as shown on the plans and described in the specifications. The unit contract price per ton for "Quarry Spalls. Including Removal" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to haul, place, and remove the rock as shown on the plans and described in the specifications. SECTION 8-15.5 FOR QUARRY SPALLS IS SUPPLEMENTED BY ADDING THE FOLLOWING: Disposal of quarry spalls at an approved location shall be included in the cost per ton. 8-20 1 LLUM I NAT I ON, TRAFFIC SIGNAL SYSTEMS INTELLEGENT TRANSPORTATION SYSTEMS AND ELECTRICAL SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The unit contract price per lump sum for "Electrical Lighting Modifications" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to pretest the existing system to determine its functionality, removal of the luminaire Briscoe-Desi mone Levee Reach 1JCasteel 8 - 16 November 14, 2014 Project Number: 09-3011.5 i as noted on the plans, reconnection of the wiring system to ensure the system functions as it did prior to this project, and no live wires remain. 8-21 PERMANENT SIGNING SECTION 8-21.3(4) IS REVISED BY DELETING THE 4rH SENTENCE AND BY ADDING THE FOLLOWING: 8-21.3(4) Sign Removal Wood signs, wood sign posts, wood structures, metal sign pasts, windbeams, and other metal structural members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs, and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 240th Street (a.k.a. West James Street). All signs shall be delivered to the Sign Shop prior to physical completion of the project. The Contractor shall be charged $2.00 per square foot for any signs that are last or are rendered unusable as signs, by the Contractor's operation. Also see Section 2-02.3 of the Kent Special Provisions. SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(5) Sign Relocation Relocated signs shall be installed on new wood posts unless otherwise specified on the plans, or by the Engineer. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per lump sum for "Remove and Relocate Existing Signs" constitutes complete compensation for all labor, materials, supplies and equipment necessary to either remove, temporarily alter, relocate and reinstall traffic and/or informational signs shown on the plans and described in the specifications. 8-22 PAVEMENT MARKING SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Material for pavement and curb markings shall be white or yellow paint as noted in the Proposal and Bid Item Descriptions. All paint, including the paint for the concrete curbs, shall be described in the Qualified Products List as "Temporary Pavement Marking Paint — Low VOC Solvent Based." Paint and sprayed material shall be applied with a top dressing of glass beads. All Paint shall comply with the specifications for no heat, instant dry pavement markings. Briscoe-Desimone Levee Reach 1/Casteel 8 - 17 November 14, 2014 Project Number: 09-3011.5 Glass beads shall be AC-110 Highway Street Spheres, or pre-approved equal. Material for pavement markings shall be paint, plastic or Raised Pavement Markings (RPMs) as noted in the bid item. Paint and plastic shall be selected from materials listed in the Qualified Products list (QPL). Material for RPMs shall meet the requirements for Section 8- 09.2. SECTION 5-22.3(3) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment Payment will be made in accordance with Section 1-04.1 , for each of the following bid items that are included in the Proposal: "White Parking Space Paint Stripe," per linear foot. DIVISION 8 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 8-26 FLOODGATE 8-26.1 Description The work covered by this section consist of furnishing all materials, labor and equipment to install new steel bollards, timber flood gates and storage units to house timber flood gates (stop logs) at the location shown on the plans. Metal fabrication finishing and other items not specified in this section shall be installed and provided in accordance with the applicable sections of the WSDOT "Standard Specifications for Road, Bridge and Municipal Construction" 8-26.2(2) Materials Steel plate & channels ASTM A36 Timber stop logs Douglas Fir No.2 Treated Steel Reinforcing Bar Section 9.07 ASTM A706 Grade 60 Briscoe-Desimone Levee Reach 1tCasteel 8 - 18 November 14, 2014 Project Number: 09-3011.5 Metal Pipe ASTM A53 Grade B Hot Dip Galvanizing ASTM Al23. 8-26.2(3) Submittals Submit detailed shop drawings of the metal bollards, casings and hinge assemblies showing sizes, details of fabrication and construction. Show all welds, plate thicknesses and finishes. 8-26.3 Construction Requirements Metal bollards shall be fabricated by firms or shops experienced and skilled in the custom fabrications. All bollards shall be painted as shown on the plans. Hinges, casings shall be hot dip galvanized after fabrication. The bollards shall be installed plumb and spaced as shown in grouted or cast-in-place pre-fabricated casings. If the Contractor damages the bollards during pickup, transport, or installation, the Contractor shall repair or replace the bollards to a condition satisfactory to the Engineer. 8-26.4 Measurement "Floodgate" will not be measured for payment. 8-26.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when they are included in the Proposal: The lump sum bid price for "Floodgate" constitutes complete compensation for all materials, tools and equipment necessary to install the floodgate as shown on the drawings and in accordance with the Kent Special Provisions. The contract lump sum price shall include but not be limited to: Bollards, bollard casings, hinge assemblies, channels, steel plates, studs, misc. metals; gravel, Douglas Fir stop logs, painting, storage structure for stop logs, and all other materials, labor, and the tools and equipment to fulfill the installation requirements or as directed by the Engineer. 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall Briscoe-Desimone Levee Reach 11Casteel 8 - 19 November 14, 2014 Project Number: 09-3011.5 include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications. 8-30 PROJECT SIGNS 8-30.1 Description This work shall consist of providing all posts, braces, and hardware and installation and maintenance of City-furnished project signs where shown in the plans or where directed by the Engineer. Contractor shall pick up signs at the City Maintenance Shop on West James Street, telephone (253) 856-5600. Contractor shall provide two weeks notice to the Shops prior to installation to schedule pickup. All project signs become the property of the City at the end of the project, and the Contractor shall return project signs to the same facility when so directed by the Engineer. 8-30.2 Materials Sign posts shall be 4 inch x 6 inch Fir. Briscoe-Desi mono Levee Reach 17Casteel 8 - 20 November 14, 2014 Project Number: 09-3011.5 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3 Installation Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design with no more than 12.25 square inches of drilled shear area at a point 2 inches above the ground, or as directed by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. I 8-30.4 Measurement Project signs will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs—as determined by the Engineer—shall be deemed noncompliance with this Specification. 8-30.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: I The unit contract price per each for "Project Sign Installation" constitutes complete compensation for furnishing all labor and materials, to pick up sign(s) from the City Shops, installation and maintenance of project sign(s) for the life of the project and removal and delivery of sign(s) back to the City Shops. Failure to adequately maintain and return project signs to the City Maintenance Shop shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. 8-33 CONCRETE CAP BEAM 8-33.1 Description The work covered by this section consist of furnishing all materials labor and equipment to install new concrete cap beam on top of the new sheet pile wall. Concrete placement, curing, finishing and other items not specified in this section shall be installed and provided in Briscoe-DesimoneLevee Reach 11Casteei 8 - 21 November 14, 2014 Project Number: 09-3011.5 accordance with the applicable sections of 6-02 of the WSDOT "Standard Specifications for Road, Bridge and Municipal Construction" 8-33.2(1) Materials Concrete Class 4000 Section 9-01 and 9-03 All concrete shall have a minimum of 4% air entrainment Steel Reinforcing Bar Section 9.07 ASTM A706 Grade 60 Waterstop Section 9.24 Pigmented Sealer Section 9-08.3 Mushroom Cream Headed Stud Anchors ASTM A 108 The steel stud material shall have the following minimum properties; Fy= 51 ,000 psi Fu= 65,000 psi 8-33.2(2) Submittals Submit detailed shop drawings of the steel reinforcement, used in the cap beam. Submit manufactures information for the proposed water stop material and expansion joint material used in the concrete cap beam. Submit the proposed concrete mix design per Section 6-02.3(2)A of the Standard Specifications. 8-33.3 Construction Requirements Concrete for the cap beam shall not be placed and cured until the sheet pile wall has been installed to full depth and all backfilled material has been installed and compacted. Studs shall be welded and tested in accordance with AWS D1 .1 Section 7. Expansion joints as shown on the plans shall be installed at a maximum spacing of 24 feet. Expansion joints shall be continuous between the concrete cap beam and concrete barrier. The surface of the exposed area of the cap beam shall receive a pigmented sealer and finish in accordance with Section 6-02.3(14)C and 6-02.3(11)A1 of the Standard Specifications. 8-33.4 Measurement "Concrete Cap Beam" will be measured by the lineal foot along the exterior face of the finished cap beam. The measurement shall be Briscoe-Desimone Levee Reach 11Casteel 8 - 22 November 14, 2014 Project Number: 09-3011.5 taken as the horizontal distance along the top external edge of the completed concrete cap beam. 8-33.5 Payment The unit contract price per lineal foot for "Concrete Cap Beam" constitutes complete compensation for all labor and materials, concrete steel reinforcement, headed studs, and for furnishing, fabrication, forming, concrete placement, curing, finishing, waterstops and pigmented sealer of the concrete cap beam as shown on the plans. Steel reinforcement that extends into the barrier shall be included under this pay item. 8-34 CONCRETE BARRIER 8-34.1 Description The work covered by this section consist of furnishing all materials labor and equipment to install new concrete barrier on top of the new concrete cap beam. Concrete placement, curing, finishing and other items not specified in this section shall be installed and provided in accordance with the applicable sections of 6-02 and 6-10 of the WSDOT "Standard Specifications for Road, Bridge and Municipal Construction" 8-34.2(1) Materials Concrete Class 4000 Section 9-01 and 9-03 All concrete shall have a minimum of 4% air entrainment Steel Reinforcing Bar Section 9.07 ASTM A706 Grade 60 Waterstop Section 9.24, dimensioned as shown on plans Pigmented Sealer Section 9-08.3 Mushroom Cream 8-34.2(2) Submittals Submit detailed shop drawings of the steel reinforcement, used in the concrete barrier. Submit manufactures information for the proposed water stop material and expansion joint material used in the concrete barrier. Submit the proposed concrete mix design per Section 6-02.3(2)A of the Standard Specifications. 8-34.3 Construction Requirements Expansion joints in the barrier shall be an extension of the concrete cap beamjoints and include a waterstop. i Briscoe-Desimone Levee Reach 11Casteel 8 - 23 November 14, 2014 Project Number: 09-3011.5 Concrete for the barrier shall not be placed and cured until the concrete cap beam reaches 80°% of maximum PSI. The concrete barrier and cap beam may be placed in a single pour with approval from the Engineer. A request for combined cap beam and barrier pour shall include the following information; Pour sequence and pour rate Forming details Concrete design slump Detailed method to finish exposed horizontal top of cap beam The surface of each exposed face of the barrier shall receive a finish in accordance with Section 6-02.3(11)A1 of the Standard Specifications. All of the exposed area of the barrier shall receive a pigmented sealer accordance with Section 6-02.3(14)C of the Standard Specifications. 8-34.4 Measurement "Concrete Barrier" will be measured by the lineal foot along the exterior face of the finished concrete barrier. The measurement shall be taken as the horizontal distance along the top edge of the completed concrete barrier. 8-34.5 Payment The unit contract price per lineal foot for "Concrete Barrier" constitutes complete compensation for all labor and materials, concrete, steel reinforcing and for furnishing, fabrication, forming, concrete placement, pigmented sealer, waterstops, curing and finishing of the concrete barrier as shown on the plans. 8-35 CONCRETE RETAINING WALL 8-35.1 Description This work covered by this section consists of furnishing all materials, labor, and equipment to install a new concrete retaining wall adjacent to the parking lot at 18251 Cascade Avenue South as shown on the plans. Concrete placement, curing, finishing and other items not specified in this section shall be installed and provided in accordance with the applicable sections of 6-02 of the WSDOT Standard Specifications. 8-35.2(1) Materials Concrete Class 4000 ........................... Section 9-01 and 9-03 All concrete shall have a minimum of 4% air entrainment. Steel Reinforcing Bar .......................... Section 9-07 ASTM A706 Grade 60 Briscoe-Desi mone Levee Reach 1JCasteel 8 - 24 November 14, 2014 Project Number: 09-3011.5 Gravel Backfill for Walls. ....... ... Section 9-03.12(2) Gravel Backfill for Foundation Class A ... Section 9-03.12(1) Pigmented Sealer ............................— Section 9-08.3 Mushroom Cream 8-35.2(2) submittals Submit detailed shop drawings of the steel reinforcement used for the retaining wall. Submit the proposed concrete mix design per Section 6-02.3(2) A of the Standard Specifications. 8-35.3 Construction Requirements The wall dimensions, reinforcing and construction shall be in accordance with the plans. The surface of the exposed area of the retaining wall and barrier shall receive a pigmented sealer accordance with Section 6-02.3(14)C of the Standard Specifications. The surface of each exposed face of the retaining wall and barrier shall receive a finish in accordance with Section 6-02.3(11)A1 of the Standards specifications. 8-35.4 Measurement "Concrete Retaining Wall" will not be measured for payment. The "Parking Lot Retaining Wall" contains the following approximate quantities of materials and Work: Class 4000 Concrete ........................... 25 C.Y. Steel Reinforcing Bar Grade 60............. 3,000 lbs. Gravel Backfill for Walls....................... 30 Tons Gravel Backfill for Foundation Class A ... 28 Tons Structural Excavation Class A............... 74 C.Y. The quantities are listed only for the convenience of the Contractor in determining the volume of Work involved and are not guaranteed to be accurate. The prospective Bidders shall verify these quantities before submitting a Bid. No adjustments other than for approved changes will be made in the lump sum Contractor price for "Parking Lot Retaining Wall" even though the actual quantities required may deviate from those listed. 8-35.5 Payment i i Briscoe-DesimoneLevee Reach 1JCasteel 8 - 25 November 14, 2014 Project Number: 09-3011.5 Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The lump sum bid price for "Concrete Retaining Wall" constitutes complete compensation for all materials, tools and equipment necessary to install cement concrete retaining wall as shown on the drawings and in accordance with the Kent Special Provisions. The lump sum price shall include but not be limited to: restoration of areas adjacent to the wall that are disturbed from forms and all other materials, labor, tools, and equipment to fulfill the restoration requirements as directed by the Engineer. The cost for the weep holes, pigmented sealer, and wall joint material are considered incidental and to be included in the lump sum contract price for "Parking Lot Retaining Wall." The handrail will be paid for under the separate bid item "Handrail." Briscoe-Desimone Levee Reach 11Casteel 8 - 26 November 14, 2014 Project Number: 09-3011.5 DIVISION 9 -MATERIALS 9-03 AGGREGATES SECTION 9-03.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-03.14(5) Levee Embankment Fill Levee Embankment Fill (or Low Permeability Fill) shall be clay, silt or silty/clayey sand having a maximum particle size of 2 inch, at least 25 percent by weight passing the No. 200 sieve, a minimum plasticity index of 5, a maximum liquid limit of 40 and be free of organic and deleterious materials. Allowable Unified Soil Classification System (USCS) (ASTM D2487) classifications: CL, ML, SC and SM. Blend adequately during placement such that the compacted material forms a uniform, homogeneous, stiff, void free, and relatively impervious compacted fill. Sieve analysis (ASTM D422) and Atterberg limits (ASTM D4318) shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt shall not be allowed. Excavated riverbank soils that meet this specification shall be used as Levee Embankment Fill unless deemed unacceptable by the Engineer. Contractor shall segregate and stockpile excavated riverbank soils to maximize their use as Levee Embankment Fill. Use imported Levee Embankment Fill only when approved in writing by the Engineer prior to importing. 9-13 RIPRAP. QUARRY SPALLS, SLOPE PROTECTION, AND ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-13.8 Rock for Ditches Rocks for ditches shall meet the following requirements for grading: Sieve Size Percent Passing 12" 95 to 100 6" 40 to 60 3" 10 to 20 314" 0 to 5 Briscoe-Desimone Levee Reach 1lcasteel 9 - 1 November 14, 2014 Project Number: 09-3011.5 SECTION 9-14 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.1 (1) Topsoil Type A The topsoil shall be imported and shall be friable surface soil from the A horizon as determined by the United States Agriculture Soil Conservation Service Soil Survey. Topsoil shall be free from: Materials toxic to plant growth; noxious weed seeds, rhizomes, roots; subsoil; stones and other debris. All topsoil shall pass through a 1 inch screen. Maximum electrical conductivity shall be 2.0 milliohms and the maximum exchangeable sodium percentage shall be 10 percent. Topsoil Type A shall consist of a sandy clay loam, sandy loam, loam, clay loam, silty clay loam, or silt loam soil. These soil textural classes shall be determined by the United States Department of Agriculture Classification System. These textural classes shall be restricted by the following maximum percentage compositions based on the Material passing the Number 10 screen: Separates Maximum Percentage Allowable Sand 50% Clay 20% The maximum percentage retained on a 1/4 inch screen shall not exceed 20 percent by volume. Of the Material passing the 1/4 inch screen, the maximum allowable percentage of gravel retained on a Number 10 screen shall not exceed 10 percent by weight. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils", and TMECC 05.07A "Loss-On-Ignition Organic Matter Method". Topsoil Type A shall be amended with Compost if more organic content is needed to meet these organic matter requirements. In a blended topsoil, 5% organic matter is produced by blending 20-25% compost by volume into a mineral soil, and 10% organic matter is produce by blending 35-40% compost by volume into a mineral soil. Compost used shall meet the definition of Composted Material in Section 9-14.4(8). The pH shall be within the range 5.5 to 7.5. Topsoil Type A shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. Briscoe-Desimone Levee Reach 1/Casted 9 - 2 November 14, 2014 Project Number: 09-3011.5 i Planting Soil and Turf Area Soil Planting Soil Description: Planting soil shall consist of 67% sandy loam and 33% composted organic material by volume. A. The soil shall meet the following requirements: 1 . Soil shall be sandy loam or loamy sand consisting largely of sand, but with enough silt and clay present to give it a small amount of stability. Individual sand grains can be seen and felt readily. On squeezing in the hand when dry, it shall fall apart when the pressure is released; on squeezing when moist, it shall form a cast that does not only hold its shape when the pressure is released, but shall withstand careful handling without breaking. The mixed soil shall meet the following gradation: Screen Size Percent Passing 1t2 inch 100 1/4 inch 95 — 100 #10 85 —95 #30 60 — 75 #60 50 — 60 #100 20 — 30 #200 5 — 15 B. Shall have a pH range of 5.5 - 7.5. Soils indicated having a pH below 5.5 shall be treated with dolomitic limestone as necessary to attain this pH range. Soils having a pH greater than 7.5 shall be treated with sulfur as necessary to attain this pH range. The pH shall be determined by soil test. C. Organic material shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content. In addition, the organic material shall have the following physical characteristics: 1 . Shall pass a standard cress test for seed germination (90% germination compared to standard). 2. Shall have a pH from 5.5 to 7.5. 3. Shall have a maximum electrical conductivity of 3.0 ohms/cm. 4. Shall have a maximum carbon to nitrogen ratio of 40: 1. 5. Shall be certified by the "Process to Further Reduce Pathogens" (PFRP) guideline for hot composting as established by the United States Environmental Protection Agency. Briscoe-Desimone Levee Reach Masted 9 - 3 November 14, 2014 Project Number: 09-3011.5 D. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil Specifications to the Engineer for approval before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. E. Site specific soil testing (after placement of material) may be required for Projects requiring more than 50 cubic yards of planting sail. A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the Owner. The Contractor will be allowed 4 Working Days to complete the testing from the time of written notice given by the Engineer. Acceptable Sources can be found at the Clean Washington Center organization's web-site www.cwc.org. Turf Area Soil Description: Turf Area Soil is for general-use and passive recreation lawn areas. Turf Area Soil shall consist of 75% sand or loamy sand and 25% Composted Organic Material by volume. A. Sand used shall meet the following: Screen Size Percent Passing 318 100 No. 20 77-100 No. 60 0-23 No. 200 1-10 B, Sand shall have pH range of 5.0 - 6.5. Soils indicated having a pH below 5.0 shall be treated with dolomitic limestone as necessary to attain this pH range. Soils having a pH greater than 6.5 shall be treated with sulfur as necessary to attain this pH range. The pH shall be determined by soil test. C. Organic material shall consist of Fine Composted Material as described below. D. Turf Area Soil shall not contain any viable seeds or roots capable of sprouting of any State-listed noxious weed, or invasive root- propagating plants including but not limited to horsetail, ivy, clematis, knotweed, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. E. Submit a certified laboratory analysis from an accredited sails testing laboratory indicating the Material source and compliance with all Specifications to the Engineer for approval prior to delivery to the Project Site, Sample size shall be a minimum of 2 pounds. Briscoe-Desi mono Levee Reach VCasteel 9 - 4 November 14, 2014 Project Number: 09-3011.5 i SECTION 9-14.2 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2 Seed Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix A (Roadside and Erosion Control Grass): Weight Seed Mix "A" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 40% Perennial R e rass 98% 90% 0.5a/o 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bent grass 98% 90% 0.5% 10% White Dutch Clover 98% 90% 0.5% (Pre-inoculated Mix B (Landscaped Area Grass): Weight Seed Mix "B" Min. % Min. % Max. Proportion In redient Pure Seed Germination Weed Seed 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial R e rass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual R e rass 95% 90% 0.5% The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. 9-14.4(8) Composted Material Compost products shall be the result of the biological degradation and transformation of Type I or I I I feedstocks as specified below, under controlled conditions designed to promote aerobic decomposition, per WAC 173-350-220, which is available at http://www.ecy.wa.gov/programs/swfa/compost. Compost shall be stable with regard to oxygen consumption and carbon dioxide generation. Compost shall be mature with regard to its suitability for Briscoe-Desimone Levee Reach 1/Casteel 9 - 5 November 14, 2014 Project Number: 09-3011.5 serving as a soil amendment as defined below. The compost shall have a moisture content that has no visible free water or dust produced when handling the material. Compost production and quality shall comply with Chapter 173-350 WAC, and meet the following physical criteria: 1 . Compost material shall be tested in accordance with the U.S. Composting Council "Testing Methods for the Examination of Compost and Composting" (TMECC) Test Method 02.02-13, "Sample Sieving for Aggregate Size Classification", to meet the size gradations established in the U.S. Composting Council's "Seal of Testing Assurance" (STA) program, as follows. Fine Compost, typically used for soil amendment, shall meet the following gradation by dry weight: Min. Max. Percent passing 2" 100% Percent passing 1 99% 100% Percent passing 5t8" 90% 100% Percent passing 1/4" 75% 100% Coarse Compost, typically used for erosion control or surface mulching, shall meet the following gradation by dry weight: Min. Max. Percent passing 3" 100% Percent passing 1" 90% 100% Percent passing 314" 70% 100% Percent passing 1t4" 40% 60% 2. The pH shall be between 6.0 and 8.5 when tested in accordance with TMECC 04.11-A, 1 :5 Slurry pH". 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be less than 1 .0 percent by weight as determined by TMECC 03.08-A "percent dry weight basis". 4. Minimum organic matter content shall be 40 percent by dry weight basis as determined by TMECC 05.07A, "Loss-On-Ignition Organic Matter Method". 5. Soluble salt contents shall be less than 4.0 mmhos/cm tested in accordance with TMECC 04.10-A, "1 :5 Slurry Method, Mass Basis". 6. Maturity shall be greater than 80% in accordance with TMECC 05.05-A, "Germination and Vigor". 7. Stability shall be 7 or below in accordance with TMECC 05.08-13, "Carbon Dioxide Evolution Rate". 8. The compost product must originate a minimum of 65 percent by volume from recycled plant waste as defined in WAC 173-350-100 Briscoe-Desimone Levee Reach 11Casteel 9 - 6 November 14, 2014 Project Number: 09-3011.5 as "Type I Feedstocks." A maximum of 35 percent by volume of other approved organic waste as defined in WAC 173-350-100 as "Type I I I", including post-consumer food waste, but not including biosolids, may be substituted for recycled plant waste. The Engineer may approve compost products containing up to 35% biosolids or manure feedstocks for specific projects or soil blends, but these feedstocks are not allowed unless specified, and not allowed in compost used for Bioretention Soils. The supplier shall provide written verification of feedstock sources. 9. Fine Compost shall have a carbon to nitrogen ratio of less than 25:1 as determined using TMECC 04.01 "Total Carbon" and TMECC 04.02D "Total Kjeldhal Nitrogen". The Engineer may specify a C:N ratio up to 35:1 for projects where the plants selected are entirely Puget Sound native species. Coarse Compost shall have a carbon to nitrogen ratio between 20:1 and 45:1 . 10. The Engineer may also evaluate compost for maturity using the Solvita Compost Maturity Test at time of delivery. Fine Compost shall score a number 6 or above on the Solvita Compost Maturity Test. Coarse Compost shall score a 5 or above on the Solvita Compost Maturity Test. The compost supplier shall test all compost products within 90 Calendar Days prior to application. Samples shall be collected using the Seal of Testing Assurance (STA) sample collection protocol. The sample collection protocol can be obtained from the U.S. Composting Council, 4250 Veterans Memorial Highway, Suite 275, Holbrook, NY 11741 Phone: 631-737-4931, www.compostingcouncii.org. The sample shall be sent to an independent STA Program approved laboratory. The compost supplier shall pay for the test. A copy of the approved independent STA Program laboratory test report shall be submitted to the Engineer prior to initial application of the compost. For compost to be used in Bioretention Soil, at least 10 Working Days prior to placement the Contractor shall submit a sample of each type of compost to be used on the project to the Engineer. For other compost uses, the Engineer may request a sample prior to placement. Compost not conforming to the above requirements or taken from a source other than those tested and accepted shall be immediately removed from the project and replaced at no cost to the Owner. The Contractor shall submit the following information to the Engineer for approval: 1. A copy of the Solid Waste Handling Permit issued to the supplier by the Jurisdictional Health Department as per WAC 173-350 (Minimum Functional Standards for Solid Waste Handling). 2. The supplier shall verify in writing, and provide lab analyses that the Materials comply with the processes, testing, and standards Briscoe-Desi mone Levee Reach Y1Casteel 9 - 7 November 14, 2014 Project Number: 09-3011.5 specified in WAC 173-350 and these Specifications. An independent STA Program certified laboratory shall perform the analysis. 3. A list of the feedstock by percentage present in the final compost product. 4. A copy of the producer's current STA certification as issued by the U.S. Composting Council. Acceptance shall be based upon a satisfactory Test Report from an independent STA program certified laboratory and the sample(s) submitted to the Engineer. 9-16 FENCE AND GUARDRAIL SECTION 9-16.1(1)B IS DELETED AND REPLACED WITH THE FOLLOWING: 9-16.1 (1)B Chain Link Fence Fabric Chain link fabric shall consist of 9 gage wire (0.148-inch diameter) for all fences unless specified otherwise. The fabric wire shall be: Galvanized steel wire conforming to ASTM A 392. Galvanizing shall be Class I performed by the hot dip process. The wire shall be woven into approximately 2-inch diamond mesh. The width and top and bottom finish of the fabric shall be as shown in the plans. Briscoe-Desimone Levee Reach 11Castecl 9 - 8 November 14, 2014 Project Number: 09-3011.5 i KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. STORM 5-31 Filter Fabric Fence 5-35 Temporary Stockpiling 6-33 Cement Concrete Curbs I i Briscoe-DesimoneLevee Reach Masted A - 1 November 14, 2014 Project Number: 09-3011.5 — ' NEWLY GRADED OR WIRE FABRIC �( , DISTURBED SIDE SLOPE 2' 2' — FILTER FABRIC FLOW MATERIAL t 7n —LARGE ROCK 2"OR GREATER IN DIAMETER NATIVE BACKFILL MATERIAL OR 3/4",1.5"WASHED GRAVEL SECTION A-A FILTER FABRIC MATERIAL 2"x2"x14 GAUGE WELDED WIRE FABRIC OR MIRAFI 100X OR EQUIVALENT A WIRE RINGS EQUAL(IF 180#EXTRA STRENGTH FABRIC (TYPICAL) IS USED MAY ELIMINATE WIRE FABRIC) i i i JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS, USE STAPLES,WIRE RINGS, tj{ OR EQUIVALENT TO ATTACH FABRIC TO POSTS, f\ J STEEL OR A I ,r 2 X 4 WOOD POSTS. U 6'O.C. INSTALLATION NOTES; ELEVATION 1. FILTER FABRIC FENCE SHALL BE,REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE AFTER THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED,THE NEWLY DISTURBED AREAS RESULTING FROM FILTER FABRIC REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED OR STABILIZED AS APPROVED BY THE ENGINEER. 2, FILTER FABRIC FENCES SHALL BE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT INSPECTED IMMEDIATELY AFTER EACH P AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE RAINFALL AND AT LEAST DAILY QSE DURING PROLONGED RAINFALL.ANY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON PILE AT REQUIRED REPAIRS SHALL BE MADE �. �'0"t WASyr�c' � THE CM OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. IMMEDIATELY. CITY OF KENT h Z ENGINEERING DEPARTMENT III 3, REMOVE SEDIMENT WHEN IT REACHES '� 1/3 FENCE HEIGHT, t^'' O T FILTER FABRIC FENCE 21499 4. INSTALL THE SILT FENCE FIRST, D�;. 0ISTIE ttr C\ AFTER THE SILT FENCE HAS BEEN S?QN �G\ DESIGNED DWH DMINN ee SC&E NowE STANNaaO PUN INSTALLED,CONSTRUCT BERM AND A� CHECXEo_-_._ DATE TRENCH. APPROVED E*awcen 5-31 "eptarr;ber _— ii FOR FURTHER INFORMATION ON STOCKPILING MATERIAL SEE , SECTION 2.3.E 24' AX HEIGHT BURY SHEETING ID Mq�$AgCjNG. INTO EXISTING SOIL MINIMUM 4"X4"TRENCH BETKrEE TIRES,SANDBAGS,OREQUP_VALEN7 NAI.4STZCSyFET MAY BE USED TO WEIGHT PLASTIC S MAX SPACING SHALL BE 10' CLEAR PLASTIC SHEETING BURY SHEETING SHALL HAVE A MINIMUM THICKNESS INTO EXISTING SOIL OF 6 MIL. MINIMUM 4"X4"TRENCH i GENERAL NOTES; 1.PLASTIC SHEETING SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9.14,5, i 2.MAXIMUM PERMITTED SLOPE SHALL BE 2H:IV. 3.SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12"AND BE WEIGHTED OR TAPED. 4.TEMPORARY STOCKPILES SHALL NOT BLOCK THE SIGHT DISTANCES OF ANY INTERSECTION OR DRIVEWAY. i NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT S (c)SE J AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE T ENGINEER AND APPROVED FOR PUBLICATION IS KEPI ON FILE AT WAsy THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. �Z � C NGINEERMO"O OEPARTMENTF KENTi r✓, y 1-.3 KENT TEMPORARY STOCKPILING A 21493 Q- W..exxu.ox �GtSTEI''� \\4' DESIGNED� AL fNG�\ DRAWN TJH SCALE NONE STANDARD PLAN A L CHECKED DATE 3 APPROWD £NaixEFfl J 12" B„ 9' SOS--- , 21/2" 5.1 21/2" 1 R SJ2"R w 1 + v 0 4 O w �o 'd t7 I a COMBINED CURB AND GUTTER CONCRETE EXTRUDED CURB EXPANSION JOINT 1- III 10, 2" 3 1/2" 7 1°lo MIN, /j 2%MAX. NOTES: 1%MIN,- 1, . CONCRETE CLASS 3000 IS REQUIRED. 2/o MAX. �_ 2, ROLLED CURB MAY ONLY BE USED WITHIN A CUL^DE-SAC. ;<4 5"SIDEWALK a 3. IN ROADWAY SECTIONS.WITH SUPER ELEVATION, b a THE GUTTER PAN WILL MATCH THE ADJACENT 12" _ PAVEMENT SLOPE. 2 0 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. , ROLLED CURB I COMBINED CEMENT CONCRETE CURB AND GUTTER '... NOTE: - - - FACE OF CURB SHALL NOT EXTEND BEYOND THE FACE OF GUARDRAIL TOWARD THE TRAFFIC LANE B" S'0H 3�R0�'F Fc <<F TI 0 VARIES 1 Cp/yCMFyr N 7,7 CEMENT CONCRETE OfiCpNCR fyFpGF PAVEMENT ROLLED CURB FrFCU TRANSITION EXTRUDED CONCRETE k¢ CURB UNDER GUARDRAIL NOTE:THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT GE WASq AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BYTHE C W ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, CITY OF KENT (xU ENGINEERINO DEPARTMENT 21403 KEAIT CEMENT CONCRETE �FdNAIN ? CURBS DESIGNED nWH DRAWN AD SCALE NDNE STANDNiD PWN i • CHECKED DATE APPROVED frvoinrin V J . i �,taai reef 2009 I WSDOT STANDARD PLANS DRAINAGE STRUCTURES AND HYDRAULICS B-55.20-00 Pipe Zone Bedding and Backfill FENCE AND GLARE SCREEN L-30.10-02 Chain Link Gate (2 sheets) Briscoe-Desimone Levee Reach 1tCasteel A - 2 November 14, 2014 Project Number: 09-3011.5 i na RNq « �awl zx � zp � w {�4` rc 6 p N z ' U Q Q U, tW I s; titr b 2 64 LU Y � io W 2 rc �- mN mpy4py,, m �5a }}m QQa--. a p Z IZLZW I YY _ k m a M 3 U tltl u7LLJ< O SN343811i9 CAB NMUtlO �U ' 2= ! § ! r � ; / I ! O 6Nt � -r�yQ� �d' S QFR �� �i W K •`S� G a Y • ,t4` cgs r) ^�— � P P �z @� m �4a fv z N `t'9l, _6 a a s ° �`° ��,Qj���osat.� ��d �z w � � � � � ry •i d- won 1 k' ash d W 'w� J n < w u ya z U 6 Q' K ! 'I 1 3N023did ((� t I I I OO p 1 W BNOZ3dtd 3NOZ3dld I1 1'OO I�_O s...� �- .. 'ao .a a cos �osT-e I. m F I U / °nk� it ro2N Q �� Q ZN �GZ� O �a 0 i ;III Kent Project Sign (Example) Trail Closure Plan Haul Route Plan Traffic Control Plans IIII i I I Briscoe-Desimone Levee Reach 1tCasteel A - 3 November 14, 2014 il Project Number; 09-3011.5 ... . . .. .. . . . . \\ « � � . � U , ! _ i ; o\ \ . \ . - � \ z } , > ■ � / � - \ mom= \ 2i Fj -EXIST, PEDESTRIAN BRIDGE rL - S. 180th ST, J SW 43rd ...... INSTALL 2 TYPE III > . L, BARRICADES PER _j KENT STD. PLAN 6-71. REACH I ATTACH SIGN TO A ONE BARRICADE 'EXIST. TRAIL TO BE 2ruiu ;CLOSED DURING [CONSTRUCTION ------ EXIST. TRAIL >D TO REMAIN __r OPEN DURING CONSTRUCTION L 7-bDD' 'L VD _j SIGN LEGEND 31 GREEN RIVER TRAIL GREEN RIVER STREET TRUCKS itTRAIL PARKING ENTERING CLOSED CLOSED PERMITTED AND LEAVING STARTS: MONTH, DAY, YEAR STARTS: MONTH, DURING ROADWAY REOPENS: MONTH, YEAR DAY, YEAR WWW.DRI\fEKENT.COM REOPENS: LEVEE MONTH, YEAR �ONSIKVA 48"06" 24"x30" 1 2"x24" 36"06" CLASS A SIGN CLASS A SIGN CLASS A SIGN CLASS A SIGN QUANITY 1 QUANITY 1 QUANITY 6 QUANITY I TRAIL CLOSURE PLAN NOT TO SCALE i S 180th ST. 6 : f SW. 43rd ST -- _ _ 1> PROJECT it t LOCATION 1t� J it 1 f a � r iS I I S 196th ST : 5 t .^._.>. .-....... cr 11 208th ST. it s 1 1 ' i S. 212th ST E1 ( uir1Y t q d`i*' �� Tt. .(Tri t A, r' ' J� SEE _ v H -� zip r ; T P L �( Pi 1_ w, STORACEE < : LOCATION I� "i w ��- J Q � 12525 SE. O T ( t . 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The work in this Section includes, but is not limited to, providing all labor, materials, tools, equipment, and incidentals necessary for Construction Monitoring Program, in accordance with the Contract Documents. B. The work of this Section includes, but is not limited to, the following activities: Interior and Exterior Pre-construction Inspection Reports. Construction Activity Reports. Installing and monitoring crack monitors. Interior and Exterior Post-construction Inspection Reports. 1 .2 SUBMITTALS A. Qualifications of independent engineering firm and personnel who will perform the pre-and post-construction inspections. B. Submit a sample for each report described in this Section for review and approval by the Engineer before beginning the work. C. Pre-construction Inspection Reports: Prepare a separate report for each structure, with the content as specified in Paragraph 3.01 . Submit 5 copies of each report, including drawings, photos, and videos. Complete the pre-construction inspection reports at least 3 weeks before beginning any construction work within 100 feet of the structure. Allow 2 weeks for review by the Engineer. D. Construction Activity Reports: Submit descriptions of the work performed according to the following schedule: daily during sheet pile installation; otherwise, weekly. Include: 1 . Summary of construction activities performed. Include sketches on copies of the construction plan drawings showing the locations, limits, and dates of work performed. 2. Description of any unusual events that may have caused unusual vibrations (e.g. difficult driving, hit obstruction, etc.), settlement of or potential damage to a building or other structure. Describe any remedial or precautionary measures that were implemented in response to the unusual event or instrumentation data during the period covered by the report. Include when, where, and why the measures were implemented. Include a description of any future Briscoe-Desimone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 remedial or precautionary measures that are planned in response to existing instrumentation. 3. Crack monitor measurements. Post-Construction Inspection Reports, as required by the Engineer, for each building or structure for which a Pre-Construction Inspection Report was prepared, including additional specific focus on portions of buildings or structures where damage is alleged to have occurred if any. Submit 5 copies of each report, including drawings, photos, and videos. 1 .3 QUALIFICATIONS Employ an independent Professional Engineer, with at least 3 years of experience in performing condition surveys, to perform the preconstruction inspections. PART 2 PRODUCTS 2.1 CRACK MONITOR Provide a calibrated direct read building crack monitor consisting of overlapping glass or acrylic plates. The crack monitor shall be waterproof and weather resistant and shall be capable of being read to a resolution of 0.02 inch with a maximum horizontal range of at least 0.75 inch and a vertical range of at least 0.375 inch such as crack monitors as manufactured by Avongard of Santa Monica, CA, or approved equal. PART 3 EXECUTION 3.1 PRECONSTRUCTION INSPECTIONS Perform interior and exterior preconstruction inspections on the portions of all buildings and other structures within 100 feet of the sheet pile wall, vehicle access ramp, and Reach 4. Videotape all curbs, sidewalks, parking areas, and landscaping features, associated with the buildings along the alignment, within 50 feet of the sheet pile installation. Obtain permission to perform the surveys from building owners and tenants in coordination with City of Kent real estate representatives. Coordinate initial contact with building owners with the Engineer. Document all interactions with the building owners and tenants. Notify the Engineer at least 1 week before conducting each preconstruction survey. Include the following, as a minimum, for each survey: Conduct a detailed examination of the portions of the buildings or structures identified above. Briscoe-Desimone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 Document the examinations with color still photographs and/or videotapes. The scope and number of photographs and videos shall be sufficient to document all pre-existing conditions. Document the conditions observed in writing or by verbal description on the videotape, by time stamp. Note evidence of damage or defects, including, but not limited to: • Damaged, cracked, spalled, or delaminated concrete. • Sheared or bent bolts. • Distortion of the structural members or elements. • Cracked, loose, or missing plaster, wall board, or other wall finishing. • Damaged masonry or roofing. • Displacements or separations in materials or caulking. • Windows and doors that stick or do not fit properly in their frames. • Walls or floors that are not vertical or horizontal. • Evidence of water seepage into the building. • Cracked or peeling paint, flooring, ceiling tiles, or interior finishes. Interview building/structure personnel regarding existing conditions, known damage or defects, and historical building/structure damage or repairs. Recommend to the Engineer crack monitoring locations on up to 5 existing cracks in each building or structure. Select cracks that are in portions of the building close to the proposed construction. 3.2 CRACK MONITOR INSTALLATION AND MONITORING Install crack monitors on up to 5 existing cracks in each building or structure at locations approved by the Engineer. Install crack monitors in accordance with the manufacturer's recommendations. After installation, submit a sketch and photograph showing the as-installed locations in the horizontal position and elevation, measured from permanent physical features in the field, to an accuracy of +/- 1 foot. Within 3 days of installing the crack monitor and the epoxy has set, perform a first initial reading (FIR). The FIR for a crack monitor will be the reading of the cross hairs on the crack monitor when the tape connecting the two plates is cut after the monitor has been installed and/or the epoxy has set. Reading accuracy shall be +/-0.02 inch. Submit the FIR to the Engineer. Read the crack monitors weekly and submit readings with the Construction Monitoring Reports. Reading accuracy shall be +/-0.02 inch. 3,3 POST-CONSTRUCTION INSPECTIONS Contractor shall prepare a Post-Construction Inspection Report as directed by the Engineer for each building or structure for which a Pre-Construction Inspection Report was prepared. Perform and document the inspections, and provide reports, as described above. Document any changes from the pre- construction conditions. If at any time after the beginning of construction, a building or structure owner or tenant makes a claim for damages or alleged Briscoe-Desimone Levee Reach 1/Casteel November 14, 2014 Project Number: 09-3011.5 damages, the Contractor shall immediately inform the Engineer of such claim. In addition, the Contractor shall immediately act to have its independent Professional Engineer perform further inspections of the alleged damage and report its findings to the Engineer within 5 days of receiving the notice of claim. END OF SECTION Briscoe-Desimone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 SECTION 01860 CONSTRUCTION NOISE AND VIBRATION CONTROL PART1 GENERAL 1 .1 SUMMARY i A. The work of this Section includes, but is not limited to, providing all labor, materials, tools, equipment, and incidentals necessary for construction noise and vibration control, in accordance with the Contract Documents. B. The work of this Section includes, but is not limited to, the following activities: 1 . Construction Noise and Vibration Monitoring and Control Plan. 2. Noise and Vibration Monitoring. 3. Monitoring Reports. 4. Complaint Resolution. 1 .2 REFERENCE STANDARDS A. FTA, "Transit Noise and Vibration Impact Assessment' B. AASHTO C. ANSI 1 . ANSI S1 .4 Specification for Sound Level Meters D. (I EC) 1. 1 EG 179 Precision Sound Level Meters E. (SAE) 1 . SAE J366 Exterior Sound Level for Heavy Trucks and Buses 2. SAE J952 Sound Levels for Engine Powered Equipment 3. SAE JAG Exterior Sound Level Measurement Procedure for Earthmoving Machinery 1 .3 SUBMITTALS A. Before beginning work that may cause noise or vibrations, submit a Construction Noise and Vibration Monitoring and Control Plan including: 1 . Instrument specifications and calibrations 2. Table of expected noise and vibration producing activities including: description of activity, location, and anticipated dates and times of activities 3. Table of structures and other noise and/or vibration sensitive receptors that may be impacted by noise and vibration including: structure description, street address, name and address of owner, and names of occupants 4. Proposed monitoring locations. Briscoe-Desimone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 5. A Construction Vibration Assessment performed in accordance with the guidance in Chapter 12 of the FTA Transit Noise and Vibration Impact Assessment Manual (April 1995) for construction activities. 6. A Construction Noise Assessment performed in accordance with the guidance in Chapter 12 of the FTA Transit Noise and Vibration Impact Assessment Manual (April 1995) for construction activities. 7. Preliminary evaluation of structure susceptibility to vibration induced damage 8. Monitoring program procedure including reporting procedures 9. Noise and Vibration Mitigation Plan (including damage prevention) 10. Sample Noise and Vibration Data Report 11 . Plan to deal with and resolve complaints B. Before beginning work that may cause noise or vibrations, initiate a Construction Noise and Vibration Monitoring and Control Program. The Contractor shall perform the following actions: 1 . Within 2 workdays of receipt of each seismograph and noise meter at the site, submit copy of specifications, manual, factory calibration and manufacturer's test equipment certification. 2. Submit background noise and vibration data reports for each building in accordance with Table 3 of this Section. 3. Submit weekly Noise and Vibration Data Reports, within 3 days of the end of each week. 4, Submit Noise and Vibration Data Reports within 1 working day of requests by the Engineer in response to complaints by adjacent property owners. PART 2 PRODUCTS 2.1 EQUIPMENT A. Noise Meters: Provide and operate Type 1 or Type 2 sound level meters consistent with ANSI and ASTM requirements for monitoring noise levels from construction activities and equipment: 1 . Noise level range: 40 to 120 decibels (dB), or mid-scale 2. Metric: Leg, 1-hour average 3. A-weighted frequency response 4. Response time: slow setting for continuous or intermittent noise; fast setting for impulsive noise (a momentary sound such as a horn) 5. Windscreen: place factory-supplied windscreen over microphone during all measurement periods. 6. Position: the meter microphone should be positioned at a height of 4 feet above ground level and at least 10 feet away from a reflecting surface (such as a wall). The microphone can be handheld or tripod mounted. 7. Data shall be collected either by manually reading and recording noise levels or by storing and downloading the data remotely depending on the capabilities of the meters used. The date, time, monitoring location and nature of construction activities shall be reported with the data. 8. Field calibration: Noise meters shall be field calibrated before and after each measurement, or at least once per hour, whichever is Briscoe-Desi mone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 more frequent using a calibrator specified for use with the meter and the manufacturer's instructions for calibration. B. Seismographs: Provide portable seismographs for monitoring the velocities of ground vibrations resulting from construction activities, with the following minimum features: 1 . Seismic range: 0.01 to 8 inches per second with an accuracy of 5% and no more than a 3 db roll off at the low frequency end. 2. Flat frequency response: 2 to 200 Hertz. 3. Three-component sensor. 4. Fourth channel for air blast monitoring. 5. Two power sources: Internal rechargeable battery and charger and 115 volts AC. Battery must be capable of supplying power to monitor vibrations continuously for at least 24 hours. 6. Direct writing to printer and to either USB flash drive or CD. Instruments must be capable of producing strip chart recordings of readings on site within one hour of obtaining the readings. Provide computer software to perform frequency analyses of data. 7. Continuous mode and histogram mode capabilities for recording vibrations. Histogram mode must include frequencies of each peak vibration. 8. Capability of downloading data remotely via wireless connection. C. Factory calibration: provide factory calibrations for each instrument. Perform seismograph calibrations using a shake table and a reference sensor traceable to the national institute of standards and technology. Perform noise meter calibrations using a calibrator traceable to the national institute of standards and technology. Recalibrate the instruments at least once every 12 months. PART 3 EXECUTION 3.1 GENERAL A. The Contractor shall prepare a Construction Noise and Vibration Monitoring and Control Plan. Plan components 1 through 11 listed in Paragraph 1 .03.A shall be completed prior to the onset of construction and submitted to the Engineer for approval. 1 . The Contractor shall monitor construction activity noise for two one- hour periods each week when Contractor's activities are most noise intensive. The Monitoring Plan shall identify the one-hour daytime and one-hour nighttime monitoring periods to be used throughout the monitoring program. 2. The Contractor shall monitor construction activity noise at actual or representative sensitive receptor locations. Sensitive receptor locations that are adjacent to one another and would be expected to experience equivalent exposure to construction noise may be clustered by selecting a representative monitoring location. The monitoring locations shall have an unobstructed line of sight to the construction site. The selected monitoring locations and rationale for selection shall be identified in the Monitoring Plan and shall be used throughout the monitoring program. Briscoe-Dosimone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011 5 3. When no construction activity occurs within 1000 feet of a monitoring location during any single week, no monitoring needs to be performed at that location during that week. The Contractor shall provide an explanation of that circumstance in the Noise and Vibration Data Report for that week. B. The Contractor shall execute a Construction Noise and Vibration Monitoring and Control Program. The Program shall be performed consistent with the requirements and conditions specified in the Construction Noise and Vibration Monitoring and Control Plan. C. The Contractor shall use every effort and every means possible to minimize noise caused by its operations. The Contractor shall provide working machinery and equipment designed to operate with the least possible noise, including the use of shields, soundproof housings, enclosures, or other physical barriers to restrict the transmission of noise. Compressors shall be equipped with silencers or mufflers on intake and exhaust lines. Wherever practicable, electricity shall be used for power to reduce noise. Where required by agencies having jurisdiction, certain noise producing work may have to be performed during other than regular working hours or at specified periods only. D. If the need arises, the Contractor will be required to assist the Engineer and Authority with community coordination activities relative to public noise exposure. 3.2 GENERAL NOISE LEVEL RESTRICTIONS A. As part of the Construction Noise and Vibration Monitoring and Control Plan, the Contractor shall prepare a Construction Noise Assessment in accordance with the guidance in Chapter 12 of the ETA Transit Noise and Vibration Impact Assessment Manual for construction activities. The Contractor must determine the potential for construction noise impacts on noise sensitive receptors, develop a mitigation plan to prevent impacts to the maximum extent practicable, and develop a Monitoring Plan. B. Contractor assumes all responsibility and liability for any noise impacts on sensitive receptors. C. Maximum acceptable noise levels from construction activities for an associated land use have been identified within Table 01860-1 . Table 01860-1 Maximum Acceptable Construction Noise Levels One Hour LA„ (dBA Land Use Daytime Nighttime Residential 90 80 Commercial 100 100 Industrial 100 100 Source: Transit Noise and Vibration Impact Assessment Federal Transit Administration, April 1995 Briscoe-Desimone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 E. Contractor shall take ambient noise measurements and shall identify and implement mitigation measures to ensure compliance with the Maximum Acceptable Construction Noise Levels listed in Table 01860-1 . F. Noise monitoring shall not be conducted during precipitation events or in winds greater than 12 miles per hour. G. If a Maximum Acceptable Construction Noise Level is reached: 1 . Immediately notify the Engineer. 2. Meet with the Engineer to discuss response action(s). 3. Submit an up-to-date report within 24 hours for all instruments for which the Maximum Level was reached, as well as on any other instruments requested by the Engineer. H. In addition to the above steps, if a Maximum Acceptable Construction Noise Level is reached, initiate the following response actions, as directed by the Engineer. 1 . Increase instrument monitoring frequencies. 2, Install and monitor additional instruments. 3. Modify construction procedures. 4. Implement Mitigation Measures specified in Article 3.10 of this Section or as identified in the Construction Noise and Vibration Monitoring and Control Plan, so that the Maximum Level is not exceeded. I. If the Maximum Level is reached, the Contractor may be directed to suspend activities in the affected area with the exception of those actions necessary to avoid exceeding the Maximum Level. J. If complaints about noise are received, the Contractor shall promptly conduct additional monitoring at additional times, locations and frequencies, as directed by Engineer, and immediately inform Engineer of the results of such monitoring, at no additional cost to Authority. 3.3 SPECIFIC NOISE LEVEL RESTRICTIONS A. Identified noise sensitive receptors with proximity to below grade construction include, but may not be limited to: 1 . Riverpoint Corporate Center, 18200 Cascade Ave. S. 2. Cascade Tukwila LLC, 18251 Cascade Ave. S. B. The Contractor shall ensure that appropriate measures will be in place during construction to protect the sensitive receptors from noise impacts to the maximum extent practicable. These measures shall be identified within the Noise and Vibration Mitigation Plan. 3.4 GROUND VIBRATION LIMITS A. As part of the Construction Noise and Vibration Monitoring and Control Plan, the Contractor shall prepare a Construction Vibration Assessment in accordance with the guidance in Chapter 12 of the FTA Transit Noise and Vibration Impact Assessment Manual for construction activities. The Contractor must determine the potential for construction vibration Briscoe-Desimone Levee Reach 1/Casteel November 14, 2014 Project Number: 09-3011.5 impacts on vibration sensitive receptors, develop a mitigation plan to prevent impacts to the maximum extent practicable, and monitor construction activity vibration as needed. B. Contractor assumes all responsibility and liability for any vibration damage to surrounding buildings and structures as a result of the Contractor's activities. C. Table 01860-2 indicates Threshold and Limiting Values for seismographs. These values are defined collectively as Response Values. The actions associated with these Response Values are defined. Response Values are subject to adjustment by the Engineer as indicated by prevailing conditions or circumstances. TABLE 01860-2- RESPONSE VALUES INSTRUMENT THRESHOLD VALUE LIMITING VALUE Peak Particle Velocity: Peak Particle Velocity: Seismographs at buildings: 0.3 in/sec for frequencies less 0.5 in/sec for frequencies less Continuous or Steady State than 30 Hz than 30 Hz Vibration (see Note 1) 0.5 in/sec for frequencies 0.7 in/sec for frequencies greater than 60 Hz greater than 60 Hz Peak Particle Velocity: Peak Particle Velocity: Seismographs at buildings: 0.5 in/sec for frequencies less than 60 Hz 0.7 in/sec for frequencies less Transient or Impact 07 in/sec for frequencies than 60 Hz . Vibration (see Note 2) 1.0 greater in/sec for frequencies than 90 Hz greater than 90 Hz Special Response Values for Instruments at: 1. Riverpoint Corporate One-half the velocities One-half the velocities Center, 18200 Cascade listed above listed above Ave. S. 2. Cascade Tukwila LLC, 18251 Cascade Ave. S. Notes: 1 . Response Values for Continuous or Steady State Vibrations apply to vibrations such as vibratory pile drivers,jack hammers, reciprocating pavement breakers, compactors, large pumps and compressors, bulldozers, trucks, cranes, and other large machinery. Use linear interpolation for frequencies between 30 Hz and 60 Hz. 2. Response Values for Transient or Impact Vibrations apply to vibrations such as blasting, drop chisels, clam shell buckets, impact pile drivers, wrecking balls, building demolition, gravity drop ground compactors and gravity drop pavement breakers. Use linear interpolation for frequencies between 60 Hz and 90 Hz. D. If a Threshold Value is reached: 1 . Immediately notify the Engineer. Briscoe-Desimone Levee Reach 1/Casteel November 14, 2014 Project Number: 09-3011.5 i 2. Meet with the Engineer to discuss response action(s). 3. Submit an up to date report within 24 hours for all instruments for which the Threshold Value was reached, as well as on any other instruments requested by the Engineer. Continue to submit daily reports until all instrument readings fall below the specified Threshold Values, or unless otherwise directed by the Engineer. E. In addition to the above steps, if a Threshold Value is reached, initiate the following response actions, as directed by the Engineer. 1 . Increase instrument monitoring frequencies. 2. Install and monitor additional instruments. 3. Modify construction procedures. 4. Implement Mitigation Measures as specified in Contract Documents and this Section or as identified in the approved Construction Noise and Vibration Monitoring and Control Plan, so that the Threshold Value is not exceeded. F. Implement Mitigation Measures as specified in Contract Documents or as identified in the approved Construction Noise and Vibration Monitoring and Control Plan, so that the Limiting Value is never exceeded. G. If complaints about vibration are received, the Contractor shall promptly conduct additional monitoring at additional times, locations and frequencies, as directed by Engineer, and immediately inform Engineer of the results of such monitoring, at no additional cost to the City. 3.5 SPECIFIC GROUND BORNE NOISE AND VIBRATION LEVEL RESTRICTIONS A. Identified ground borne noise and vibration sensitive receptors likely to be impacted by construction include, but may not be limited to: 1 . Riverpoint Corporate Center, 18200 Cascade Ave. S. 2. Cascade Tukwila LLC, 18251 Cascade Ave. S. B. The Contractor shall ensure that appropriate measures will be in place during construction to protect the sensitive receptors from damage and foundation cracking to the maximum extent practicable. These measures shall be identified within the approved Construction Noise and Vibration Mitigation Plan. 3.6 SEISMOGRAPH INSTALLATION A. Install seismographs in accordance with Manufacturer's installation instructions. B. Firmly mount seismographs on the surface slab of concrete or asphalt, firmly set them in undisturbed soil, or rigidly attach them to the structure of buildings. 3.7 PROTECTION OF INSTRUMENTS A. Protect all instruments and appurtenant fixtures, leads, connections, and other components of instrumentation systems from damage due to construction operations, weather, traffic, and vandalism. Briscoe-Desimone Levee Reach Masted November 14, 2014 Project Number: 09-3011.5 B. If an instrument is damaged, repair or replace the damaged instrument at no additional cost to the City, including damage resulting from Contractor's actions to instruments installed by others. The Engineer will be the sole judge of whether repair or replacement is required. The Engineer may impose a work stoppage in the vicinity of the damaged instrument until it is again operational, at no additional cost to the City. 3.8 DATA COLLECTION A. Comply with the schedule in Table 01860-3 TABLE 01860-3 - MONITORING SCHEDULE INSTRUMENT SCHEDULE Noise meters Obtain noise measurements during the designated one-hour daytime monitoring period, in the Leq metric, and the designated one-hour nighttime monitoring period one week before construction begins at the selected noise monitoring locations to establish background noise levels. Obtain noise measurements during the designated one-hour daytime monitoring period, in the Leq metric, and the designated one-hour nighttime monitoring period each week during construction activities at the selected noise monitoring locations. Submit data reports weekly. Seismographs Continuously, in histogram mode (5 minute intervals), for one week before construction begins, to obtain background vibration levels. At the start of vibration-inducing construction activities, determine peak particle velocity and corresponding frequencies produced by vibration-producing activities to establish the maximum energy which can be used without surpassing acceptable vibration levels in nearby structures. Perform separate tests for each building. Continuously in histogram mode (5 minute intervals) during vibration- producing construction activities within 300 feet of seismograph location. Submit reports weekly. 3.9 DATA REPORTS A. Submit reports in a format that complies with the relevant requirements of Section 02100, "Geotechnical Instrumentation and Monitoring." Include complete electronic data and plots on 8.5 x 11 paper showing peak particle velocity for each 5-minute interval. 3.10 MITIGATION MEASURES A. As part of the Construction Noise and Vibration Monitoring and Control Plan, the Contractor shall prepare a Noise and Vibration Mitigation Plan. The Plan shall identify potential noise and vibration impacts during .Briscoe-Desi mone Levine Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 construction activities, and the measures the Contractor will use to minimize those impacts. B. Measures to minimize construction noise and vibration impacts must be evaluated for effectiveness by the Contractor. Such measures may include, but are not limited to: 1 . Minimize pile driving and the use of other loud construction equipment during work hours. 2. Sequence operations, combining noisy events to occur at the same time in order to reduce the total length of the noise generating activity. 3. Use alternative construction methods such as hydraulic press to reduce vibration. 4, Use shields, impervious fences or other physical barriers to inhibit the transmission of noise. 5. Use sound retardant housings or enclosures around noise producing equipment 6. Use effective intake and exhaust mufflers on internal combustion engines and compressors. 7. Use electric instead of diesel powered equipment. 8. Use covered hoppers, storage bins, and chutes with sound deadening material. 9. Use hydraulic tools and equipment instead of pneumatic impact tools and equipment. 10. Minimize use of air or gasoline driven saws. 11 . Conduct truck loading, unloading, and hauling operations so that noise and vibration are minimized. 12. Place operation limitations on machines and trucks. 13. Site stationary equipment to minimize noise and vibration impact on nearby buildings. 14. Plan noisier operations during times of highest ambient noise levels. 15. Keep noise levels relatively uniform, avoid peaks and impulse noises. I 16. Turn off idling equipment. 17. Phase in startup and shutdown of equipment. 3.11 NOISE AND VIBRATION COMPLAINT RESOLUTION A. As part of the Construction Noise and Vibration Monitoring and Control Plan, the Contractor shall prepare and implement a plan for responding to and resolving noise and vibration complaints that may arise during construction activities. I END OF SECTION Briscoe-Desimone Levee Reach Masted November 14, 2014 Project Number: 09-3011.5 SECTION 02100 SETTLEMENT MONITORING PROGRAM PART1 GENERAL 1 .1 SUMMARY A. The work of this Section includes, but is not limited to, providing all labor, materials, tools, equipment, and incidentals necessary for settlement monitoring, in accordance with the Contract Documents. B. The work of this section includes, but is not limited to, the following activities: 1 . Instrumentation installation. 2. Instrumentation baseline readings. 3. Routine instrumentation monitoring. 4. Instrumentation removal and related site restoration. 1 .2 SUBMITTALS A. Within 21 days after the Notice to Proceed, submit a Settlement Monitoring Plan as specified herein for approval by the Engineer. B. Within 21 days after the Notice to Proceed, submit qualifications for the following: 1 . Resume of Instrumentation Supervisor. 2. Resume of the Chief Surveyor. 3. Resume of the Field Survey Party Chief. C. Within 5 days of installing each instrument, submit the as-installed instrument location and corresponding installation record sheet, for approval by the Engineer. D. Weekly, submit data collected in accordance with the schedule detailed herein. The submittals shall include: 1 . Raw and reduced data for the week both printed and electronically on either CD or flash drive. 2. Updated plots of data. On plots of data versus time, show key construction activities and other events that could influence changes in the data. 3. A statement to indicate whether any Response Value has been reached. 1 .3 QUALIFICATIONS A. Instrumentation Supervisor: The Instrumentation Supervisor shall be in charge of the instrumentation installation and monitoring program and full-time on site during the installation. The Instrumentation Supervisor shall have at least 3 years of direct field experience in installation and monitoring of the instrument types specified herein, and shall have supervised two instrumentation programs of similar magnitude in similar subsurface conditions. Briscoe-Desimone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 B. Chief Surveyor: The Chief Surveyor shall be a Registered Land Surveyor with a minimum of 3 years of experience in displacement measurements of the types and accuracies specified in accordance with this Section. C. Field Survey Party Chief: The Field Survey Party Chief shall have a minimum of one year of experience in displacement survey measurement of the types and accuracies specified herein in accordance with this Section. PART 2 PRODUCTS 2.1 GENERAL A. Furnish all installation tools, materials, and miscellaneous instrumentation components. B. All graduations shall be in U.S. Customary Units, (for example U.S. Survey feet, hundredths of a foot, and pounds). C. The horizontal reference datum shall be NAD83/91 . The vertical reference datum shall be NAVD88. Both the horizontal and vertical datums will be referenced to two or more City of Kent control points. D. Specific instrument measurement shall include instrument and associated equipment purchase, instrument installation, post-installation acceptance tests, formal initial readings, and all related submittals. 2.2 DEFORMATION MONITORING POINTS A. Deformation monitoring points shall consist of one of the following; B. DMP-Type 1 consists of a masonry nail. The nail shall be manufactured from hardened, zinc-plated steel, have ribbed threads along its shank, and a conical point. It shall also have an indent in the center of its head to receive a surveyor's plumb bob. C. DMP-Type 2 shall consist of a 3/8-inch-diameter by minimum 2-inch- long, stainless steel, socket head cap screw with stainless steel washer, screwed into a 3/8-inch machine screw anchor such as the Tamp-in brand anchor from Interstate Screw Corporation of Hialeah, FL; Concrete Machine Screw Anchor from Concrete Fastening Systems of Cleveland, Ohio; Shallow Hole Internally Threaded Anchors For Concrete, Solid Block & Brick from McMaster-Carr Supply Company; or approved equal. Where removal and patching is not required after construction, the bolts may be installed with epoxy or polyester adhesive in lieu of tamp-in screw anchors. Where DMP-Type 2 is installed in steel column members, the Contractor may install by drilling and tapping. DMP-Type 2 shall typically be installed into vertical surfaces of buildings and structures. D. DMP-Type 3 shall consist of a 3/8-inch-diameter by 2-inch-long punch- marked stainless steel round-head bolt screwed into a 3/8-inch machine screw anchor such as the Tamp-in brand anchor from Interstate Screw Corporation of Hialeah, FL; Concrete Machine Screw Anchor from Concrete Fastening Systems of Cleveland, Ohio; Shallow Hale-For Concrete, Solid Block & Brick anchor from McMaster-Carr Supply Company; or approved equal. Where removal or patching is not required after construction, the bolts may be 3/8-inch-diameter by 2-inch-long punch-marked stainless steel carriage bolts installed with epoxy or polyester adhesive in lieu of tamp-in screw anchors. DMP-Type 3 shall Briscoe-Desimone Levee Reach 1/Casteel November 14, 2014 Project Number: 09-3011.5 typically be installed into horizontal concrete and rock surfaces (e.g., sidewalks, granite curbstones). E. DMP-Type 4 shall consist of an observable point, punch-marked on the top horizontal surface. The point shall also be clearly identified using fluorescent spray paint or other marking method approved by the Engineer. The point shall be punch marked such that it can be consistently surveyed to the accuracy specified herein. F. DMP-Type 5 shall consist of a contractor-designed deformation monitoring point. The DMP shall be capable of being consistently surveyed to the accuracy specified herein. The DMP-Type 5 details shall be submitted to the Engineer for approval. PART 3 EXECUTION 3.1 GENERAL A. The Settlement Monitoring Program shall provide pre-construction baseline data, construction data, and post-construction data for comparison to determine whether settlements have occurred as a result of construction activities, and to provide warning of conditions that may require remedial or precautionary measures. B. Settlement monitoring shall be performed on all buildings within 50 feet of sheet pile installation and ramp construction. Settlement monitoring points shall be installed on the face of the building closest to the work and shall be located along the face of the building at a maximum spacing of 30 feet on center. C. The Contractor shall develop a Settlement Monitoring Plan and submit the monitoring plan for approval. At a minimum, the Settlement Monitoring Plan shall include: 1 . The proposed type(s) of instruments to be used. 2. The proposed instrument locations in plan and elevation. Sketches or drawings shall be provided showing the locations in plan. 3. Detailed step-by-step installation procedures, including post- installation acceptance tests, and sample installation record sheets. 4. The installation schedule. 5. The monitoring schedule. D. The Contractor shall: 1 . Furnish components of instrumentation to be installed during construction. 2. Install instruments. 3. Protect and maintain all instruments. Repair or replace damaged or inoperative instruments. 4. Collect, reduce, plot, and report data. 5. Interpret data. 6. Implement response actions based on interpretations of monitoring program data. Response actions shall consist of modifications to means and methods as needed to reduce vibrations and settlements. 7. Provide safe access to all of the instruments for the Engineer to perform confirmatory readings independent of the Contractor's monitoring program. Briscoe-Desimone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 8. Remove identified instruments at the end of construction and restore site of instrumentation installation. E. Maintain and protect all instruments. Repair or replace damaged instruments at no additional cost to the City. The Engineer will be the solejudge of whether repair or replacement is required. The Engineer may impose a work stoppage in the vicinity of the damaged instrument until it is again operational, at no additional cost to the City. F. Do not disclose instrumentation data to third parties and do not publish the data without the prior acceptance and written consent of the City. 3.2 SCHEDULING WORK A. Obtain formal initial readings for the newly installed DMPs within 45 days of the notice to proceed and at least 14 days before construction activities come to within 100 feet the instruments. 3.3 GENERAL INSTALLATION REQUIREMENTS A. Notify the Engineer at least 24 hours prior to installing each instrument. B. As each instrument is installed, prepare an installation record sheet including appropriate items from the following list: 1. Project name. 2. Contract name and number. 3. Instrument type and number. 4. Planned horizontal position and elevation. 5. Personnel responsible for installation. 6. Date and time of start and completion. 7. Measurements or readings taken during installation. 8. As-installed location in horizontal position and elevation. 9. Weather conditions at the time of installation. 10. Problems encountered, delays, unusual features of the installation and details of any events that may have a bearing on instrument behavior. 3.4 INSTALLATION OF DEFORMATION MONITORING POINTS A. Install the DMPs in accordance with the Contractor's approved Settlement Monitoring Plan. B. Where the DMP is to be installed in masonry construction, locate the DMP in the mortar between masonry units. C. Determine the as-installed location in horizontal position to an accuracy of +/- 0.03 foot and in elevation to an accuracy of +/- 0.01 foot. D. Obtain formal initial readings (FIRS) on all installed instruments for use as the baseline reference for the instrument. The FIR for a DMP will consist of the average of two survey measurements of elevation or horizontal offset with two independent set-ups. Where applicable, the initial readings shall be taken after allowing sufficient time for the grout or epoxy to set. Each reading other than the FIR shall consist of a single set of survey measurements. Reference all elevation readings to the same benchmark. Reading accuracy shall be +/-0.01 foot. Report elevations to the nearest 0.001 foot. Briscoe-Desimone Levee Reach 1/Casteel November 14, 2014 j Project Number: 09-3011.5 I 3.5 DATA COLLECTION A. At a minimum, the monitoring schedule for each DMP shall include: 1 . FIR 2. Monthly until construction begins within 100 feet of the DMP. 3. Perform one reading immediately prior to start of construction within 100 feet of the DMP. 4. After construction beings with 100 feet of the DMP, the reading frequency shall be as follows: a. Twice daily (midway through the shift and end of shift) for points within 50 feet of sheet pile installation and once daily for points within 50 feet of ramp construction or levee fill placement. b. Daily for points greater than 50 feet but less than 100 feet of sheet pile installation, ramp construction, or levee fill placement. c. Monthly for points more than 100 feet from sheet pile installation, ramp construction, or levee fill placement. 5. If readings exceed the threshold values provided in this Section, readings shall be taken at least twice daily until the readings have stabilized to the satisfaction of the Engineer. 6. Final readings for an instrument shall not be taken until all construction within 200 feet of the instrument has been completed for at least 30 days. B. Maintain safe access to the instrumentation at all times. C. Immediately after taking a reading, compare it with the previous reading of that instrument. If a significant change has occurred, take a second reading for verification. D. Record data on field data records including at least the following: 1 . Project name. 2. Contract name and number. 3. Instrument type. 4, Date and time. 5. Observer. 6. Instrument number. 7. Readings. & Remarks. 9. Visual observations including instrument condition or damage. E. Other data including weather, temperature, and construction activities. F. Documentation of any instruments replaced or repaired. 3.5 DATA PROCESSING, PLOTTING AND REPORTING A. Provide all data in the form of both daily hard copy data reports and electronic data and plot files no later than 4:00 p.m. P.S.T. on the day after the data are collected. B. If data indicates that a Response Value (Threshold or Limiting Value) has been exceeded, notify the Engineer immediately and initiate the response action(s). C. All plots shall conform to the following guidelines: Briscoe-Desi mone Levee Reach 1/Casteel November 14, 2014 Project Number: 09-3011.5 1. Choose scales so that observations fill the space available, but do not use exaggerated scales that would magnify minor changes to make them appear alarmingly large. 2. Plots shall be slightly darker than the underlying grid, so that when copied both are visible but the plot stands out. Data points shall be visible. 3. Plot elevations and depths on the vertical axis. 4. Plots shall be self-explanatory. Show project name, contract name and number, the type of instrument, the instrument identification, the scale and units of measurement, and the time of measurement. 5. All instruments installed on the same building shall be included on the same plot. 6. Maintain consistency of scales so that plots can be compared. 7. Use symbols, distinguishable when copied in black and white, to distinguish between different instruments on the same plot. 8. Whenever possible, summary plots shall be on a single sheet of 8- 1/2-inch by 11-inch paper. D. Plots of DMPs shall show the change in vertical or horizontal displacement versus time. Identify the meaning of sign conventions (i.e., "—" indicates settlement, "+" indicates heave) on the plots. 3.7 INTERPRETATION AND IMPLEMENTATION OF DATA A. The Contractor shall make its own interpretation of the data. B. The Threshold Value and Limiting Value shall be defined collectively as Response Values. Response Values for DMPs on Buildings include: 1 . Threshold Value — 0.3 inch vertical displacement 2. Limiting Value — 0.5 inch vertical displacement 3. Response Values are subject to adjustment by the Engineer as indicated by prevailing conditions or circumstances. C. If the Threshold Value is reached: 1 . Immediately notify the Engineer. 2. Meet with the Engineer to discuss response action(s). 3. Provide the Engineer with an up-to-date report within 24 hours of obtaining a reading indicating that the Threshold Value has been reached. Include raw, reduced and plotted data for all instruments for which the Threshold Value has been reached, and for any other instruments requested by the Engineer. 4. Provide a daily report to the Engineer until all instrument readings fall below the specified Threshold values, or unless otherwise directed by the Engineer. D. The Engineer may require the Contractor to initiate one or more of the following response actions if the Threshold Value is reached: 1 . Increase instrument monitoring frequencies. 2. Install and monitor additional instruments. 3. Modify construction procedures. E. If the Limiting Value is reached: 1 . Immediately notify the Engineer. 2. Meet with the Engineer to discuss response action(s). 3. Implement the agreed-upon response actions. Briscoe-Desimone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 F. If a Limiting Value is reached, the Contractor may be directed to suspend activities in the affected area with the exception of those actions necessary to avoid exceeding the Limiting Value. G. The Engineer may also interpret instrumentation data and make interpretations available to the Contractor. This does not relieve the Contractor from the requirement to make its own interpretation, notify the Engineer, and take steps to protect persons and property. Do not wait for, or rely on, receipt of the Engineer's interpretation to identify when Threshold or Limiting Values have been exceeded, or to begin preparations for response actions. 3.8 DISPOSITION OF INSTRUMENTS A. All instruments shall be removed and the instrumentation location shall be restored and repaired within 60 days of completing final readings as specified herein. END OF SECTION Briscoe-Desimone Levee Reach 1/Ca5teel November 14, 2014 Project Number: 09-3011.5 SECTION 02150 SHEET PILE INSTALLATION TEST PROGRAM PART1 GENERAL 1 .0 SUMMARY A. The work of this Section includes, but is not limited to, providing all labor, materials, tools, equipment, and incidentals necessary for performing a sheet pile installation test program, in accordance with the Contract Documents. B. The work of this section includes, but is not limited to, the following activities: 1. Preparing a Sheet Pile Installation Test Program Plan 2. Installing seismographs and settlement monitoring points 3. Surveying the as-installed locations of the sheet piles, seismographs, and settlement monitoring points 4. Surveying the settlement monitoring points before, during, and after installing the test piles 5. Monitoring seismographs during installation of the test piles 6. Removing instrumentation 7. Preparing a Sheet Pile Installation Test Summary Report 1 .2 SUBMITTALS I A. Within 21 days after the Notice to Proceed, submit a Sheet Pile Installation Test Program Plan as specified herein for approval by the Engineer. At a minimum, the plan shall include: 1. The location of the proposed sheet pile test line, and the proposed sheet pile pair identification system. 2. Details of the equipment and procedures to be used for sheet pile installation. 3. The type of settlement monitoring points to be used and installation details. 4. Seismograph model and installation details. 5. Plan showing the proposed location of the sheet pile test line, proposed locations of the settlement monitoring points, and proposed locations of the seismographs. 6. The test program schedule. 7. Proposed format for tabulating and plotting settlement monitoring point survey data. At a minimum, data plots shall include (1) a summary plot of all monitoring points showing elevation on the vertical axis versus distance from the line of the sheet piles on the horizontal axis and (2) plots for individual monitoring points showing elevation on the vertical axis versus time on the horizontal axis. B. Within 5 days of installing the last sheet pile in the proposed test line submit a Sheet Pile Installation Test Summary Report. The report shall include: Briscoe-Desimone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 1 . Installation details for settlement monitoring points and seismographs. Include a description of the settlement monitoring point material and installation details. Include the seismograph model, serial numbers, and calibration certificates, and provide a sketch or photographs showing the method of anchoring the seismograph to the ground. 2. An AutoCAD drawing using CIVIL 3D 2013 or later showing the relative locations of the sheet piles installed, the settlement monitoring points, and the seismographs. The locations shown shall be based on survey of the locations to the nearest 0.1 foot. Provide the drawing both printed and electronically, 3. Raw and reduced data both printed and electronically. 4. Plots of data both printed and electronically. 5. Details of the sheet pile installation including specifications and applicable catalog cuts for the vibratory hammer. 6. Description of test program. At a minimum, the description shall include: • Details of pile installation equipment and key operating parameters. • Sequence of sheet pile installation. Include the pile I.D., location, all start and stop times, and depth of pile at each stop. • Sequence of data collection including the time data was collected. 1 .3 QUALIFICATIONS A. Instrumentation Supervisor: The Instrumentation Supervisor shall be in charge of the instrumentation installation and monitoring program and full-time on site during the installation and monitoring. The Instrumentation Supervisor shall have at least 3 years of direct field experience in installation and monitoring of the instrument types specified herein. B. Chief Surveyor: The Chief Surveyor shall be a Registered Land Surveyor with a minimum of 3 years of experience in displacement measurements of the types and accuracies specified in accordance with this Section. C. Field Survey Party Chief: The Field Survey Party Chief shall have a minimum of one year of experience in displacement survey measurement of the types and accuracies specified herein in accordance with this Section. PART 2 PRODUCTS 2.1 GENERAL A. Furnish all installation tools, materials, and miscellaneous instrumentation components. B. All measurements shall be in U.S. Customary Units, (for example U.S. Survey feet, hundredths of a foot, and pounds). C. The horizontal reference datum shall be NAD83/91 . The vertical reference datum shall be NAVD88. Both the horizontal and vertical datums will be referenced to two or more City of Kent control points. Briscoe-Desimone Levee Reach 1/Castoel November 14, 2014 Project Number: 09-3011.5 2.2 SETTLEMENT MONITORING POINTS A. Settlement monitoring points shall consist of one of the following: 1 . 30-inch-long, No. 8 rebar with an observable point, punch-marked on the top horizontal surface. 2. 30-inch-long, wooden stake. The cross section of the stake shall be approximately square with a minimum side dimension of 1 .5- inches. The bottom of the stake shall be provided with a point, and a PK nail shall be installed in the top of the stake. The PK nail shall be installed after the stake is installed. 2.3 SEISMOGRAPH A. Provide seismographs in accordance with Section 01860, Construction Noise and Vibration Control. Seismographs shall be the same model to be used for vibration monitoring in accordance with Section 01860. B. Factory calibration: provide factory calibrations for each instrument. The seismograph shall have been calibrated within the last 12 months. PART 3 EXECUTION 3.1 TEST PROGRAM REQUIREMENTS A. Sheet pile installation test program shall include instrumentation, installation, and monitoring for a line of sheet piles installed for the floodwall. Test pile installation details shall include: 1 . The line of test piles shall be selected prior to the start of construction and shall be identified in the Sheet Pile Installation Test Program Plan. 2. The line of test sheet piles shall be production sheet piles as shown on the drawings and shall be incorporated into the final work. The line of test sheet piles shall be within the first 200 feet of production sheet piles installed under this contract. 3. The line of test piles shall be at least 50 feet long and located at least 50 feet away from the nearest building. 4. Sheet piles shall be installed using the proposed equipment and procedures to be used for sheet pile installation near the existing buildings. 5. The Contractor shall develop a numbering system to identify individual sheet pile pairs in the test line. The identification system shall be described in the Sheet Pile Installation Test Program Plan. 6. The horizontal location of the sheet pile test line shall be surveyed after installation. At a minimum, the beginning, midpoint, and end of the test line shall be surveyed. 7. Settlement monitoring points shall be installed to monitor ground settlement near the sheet pile test line and shall meet the following requirements: a. A line of settlement monitoring points shall be installed perpendicular to the midpoint of the line of test sheet piles. Settlement monitoring points should be installed at about 5 foot spacing along a line and should extend at least 30 feet from the sheet piles. b. Rebar or wooden stakes used for settlement monitoring should be driven into undisturbed soil to a depth of at least 24 inches. Briscoe-Desimone Levee Reach 1/Casmol November 14, 2014 Project Number: 09-3011.5 C. Settlement monitoring points shall be installed and the horizontal location and elevation of the settlement monitoring points shall be surveyed prior to installing sheet piles within 100 feet of the settlement monitoring points. Upon installation the elevation of the survey points shall be computed as the average of two survey measurements obtained with independent set-ups. d. The elevation of the settlement monitoring points shall be resurveyed immediately prior to the start of driving the line of test piles. The elevation of the survey points shall also be measured twice using independent survey set-ups and averaged. B. Seismographs shall be installed to monitor ground vibrations during driving of the test line and shall meet the following requirements: 1 . A line of seismographs shall be installed perpendicular to the sheet piles, along the same line as the settlement monitoring points. The line of seismographs should contain at least 3 seismographs spaced on about 10 foot centers from the sheet piles. 2. The seismographs shall be installed prior to driving the first sheet pile in the sheet pile test line. 3. The seismographs shall be firmly set in undisturbed soil. Provide sandbags or other anchorage as required to ensure that the seismograph is fully anchored to the ground. 4. The seismograph batteries shall be fully charged prior to installation, and the seismographs shall be tested immediately prior to the start of the test pile installation to ensure they are functioning correctly. The seismographs shall be set to run continuously while each sheet pile in the test line is installed, including during hammer startup and shutdown. C. All horizontal survey shall be performed to the nearest 0.1 foot and all vertical survey shall be performed to the nearest 0.01 foot. 3.2 SHEET PILE INSTALLATION AND MONITORING A. Sheet piles in the test line shall be installed using the same equipment, procedures, and driving pattern to be used for installing sheet piles near existing buildings. The contractor shall keep accurate records of all start and stop times for each sheet pile pair in the test line. If driving is stopped for any reason before a sheet pile pair reaches its target depth, the contractor shall record the pile embedment at which the pile was stopped. B. If unusual driving conditions or obstructions are encountered, the contractor shall document the time unusual conditions or obstructions were encountered, the duration of unusual driving conditions or time spent passing the obstruction, and the sheet pile pair(s) where the unusual driving conditions or obstruction were encountered. C. Vibrations shall be monitored continuously during sheet pile driving including hammer startup and shutdown. At a minimum, the Contractor shall review the vibration data after 25%, 50%, and 75% of the test line wall area (includes partially and fully installed sheet piles) has been installed and shall adjust the installation procedures and equipment as required to minimize ground vibrations and not exceed the limits specified for buildings. Briscoe-Desimone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 D. At a minimum, the elevation of all settlement monitoring points shall be surveyed after 25%, 50%, and 75% of the test line wall area (includes partially and fully installed sheet piles) has been installed. If sheet pile installation is to be stopped for more than two hours, the Contractor shall survey all of the settlement monitoring points and shall record the sheet pile embedment depth before sheet pile installation resumes. E. Final elevation survey of all settlement monitoring points shall be performed after all sheet piles within 50 feet of the line of settlement monitoring points have been installed. 3.3 SCHEDULING WORK A. Notify the Engineer a minimum of 48 hours prior to installing settlement monitoring points. B. Notify the Engineer a minimum of 48 hours prior to starting the sheet pile installation test program. 3.4 DISPOSITION OF INSTRUMENTS X All settlement monitoring points shall be removed and disposed of within 15 days of completing final readings as specified herein. END OF SECTION Briscoe-Desimone Levee Reach 1/Casteel November 14, 2014 Project Number: 09-3011.5 i SECTION 02410 PERMANENT GROUND (TIEBACK) ANCHORS PART1 GENERAL 1 .1 WORK INCLUDES A. Furnishing all materials, equipment, supervision, labor, and services for installation and testing of the permanent tieback anchors, as shown on the drawings and as specified herein. The work includes, but is not hereby limited to, the following: 1 . Design the bond length of the anchors and anchor details in accordance with the minimum design criteria and performance criteria specified herein. 2. Furnish all materials for the anchors including steel bar tendons, connections, corrosion protection and waterproofing materials, cement grout, and all equipment and hardware required for installation, testing, and tensioning of the anchors. 3. Install and grout the anchors in drilled holes at the design locations shown on the drawings, including installation of all corrosion protection materials. 4. Load test each anchor and lock off the anchor tension at the specified final load. 5. Regrout and retest, or replace, any anchors that do not meet the specified acceptance criteria during testing. 6. Encase the anchor head and wale in reinforced concrete. 7. Take all necessary precautions to protect adjacent structures and facilities from settlement due to loss of ground during installation. 1 .2 REFERENCE STANDARDS A. Post-tensioning institute (PTI) - Recommendations For Prestressed Rock And Soil Anchors. B. Post-tensioning institute (PTI) - Recommended Practice For Grouting Of Post-Tensioned Prestressed Concrete. C. ASTM A36 - Standard Specifications For Carbon Structural Steel. D. ASTM A572 / A572m - Standard Specification For High-Strength Low- Alloy Columbium-Vanadium Structural Steel. E. ASTM A615 - Standard Specification For Deformed And Plain Carbon- Steel Bars For Concrete Reinforcement, F. ASTM C150 - Standard Specification Portland Cement, 1 .3 GENERAL REQUIREMENTS A. The Contractor shall coordinate the work with that of other trades affecting or affected by the work included under this section and shall cooperate with such trades, the testing agency, and the owner to assure the steady and timely progress of the work. Briscoe-Desimone Levee Reach 1/Casteel November 14, 2014 Project Number: 09-3011 5 B. The contractor agrees to accept the results of any tests secured by a qualified testing agency engaged by the owner. Such agreement does not relieve the contractor of any requirements specified herein. C. Where referred to, standard specifications of technical societies, manufacturer's associations, and federal agencies shall be the latest edition and include all amendments current as of the date of issue of these specifications. D. The specifications for the work included under this section are performance based. The contractor is responsible for selecting and implementing all design, detailing and installation procedures required to meet the specified performance requirements. This specification does include several minimum requirements for the design, detailing and installation procedures required for this work. The presence of these minimum requirements does not relieve the contractor of his responsibility to meet the performance based requirements in this section. 1 .4 ANCHOR DESIGN A. Bond length - the contractor shall be responsible for designing the band length of the anchors to meet the specified acceptance criteria at the test load specified for each anchor. The bonded length of the anchor shall be j located in soil and shall not be less than 15 feet. The design shall include provisions for regrouting the bond zone. B. Unbonded length - the entire portion of the anchor tendon located above the design bonded length shall be encased by a smooth bond breaker sheath to prevent load transfer to the anchor grout. The unbonded length shall not be less than 21 feet, measured from the outside face of the sheet pile wall. C. Stressing length — provide a sufficient length of anchor tendon above the anchor head connection for load testing and tensioning the anchor. D. Anchor inclination - all anchors shall be installed at the inclinations shown on the drawings. E. Anchor tendons - the anchor tendons are designed for a working stress not greater than 53% of the specified ultimate tensile strength to permit testing to 1 .5 times design load without exceeding 80% of the specified ultimate tensile strength. F. Corrosion protection - the anchor tendon shall be completely encapsulated over both the bonded length and unbonded length to provide a positive corrosion barrier in addition to the anchor grout. The corrosion protection system shall conform to PTI (2004) Class I Protection. The required basic components of the corrosion protection system are shown schematically on the drawings. The corrosion protection system must be: 1 . Designed with an impermeable encapsulation barrier over the full length of the anchor tendon. 2. Capable of transferring stresses from the encapsulation grout to the anchor grout in the bonded length. 3. Able to accommodate movement during testing and after lock-off. 4. Resistant to chemical attack from aggressive environments, grout, Briscoe-Desimone Levee Reach I/Casteel November 14, 2014 Project Number: 09-3011.5 or grease. 5. Fabricated from material non-detrimental to the tendon. 6. Capable of withstanding abrasion, impact, and bending during handling and installation. 7. Leak proof. G. After lock-off, the anchor head connection and wale will be encased in concrete, as shown schematically on the drawings. H. The CONTRACTOR is responsible for detailing the corrosion protection system to be compatible with his proposed anchor installation procedures, to provide the basic components shown on the drawings, and to meet the specified requirements for materials and performance. The CONTRACTOR'S proposed details and materials shall be submitted to the ENGINEER for review and acceptance. The ENGINEER may reject the proposed system if, in his opinion, it does not provide all of the required basic components or does not meet the criteria given above. 1 .5 SUBSURFACE CONDITIONS A. Available subsurface information for the project site and adjacent site is shown in part on the drawings. Subsurface information can also be found in the geotechnical data report by GEI Consultants, Inc. dated April 2012 and the Reach 1 supplemental geotechnical data report by GEI Consultants, Inc. dated October 2014, which the OWNER shall make available to the CONTRACTOR. Interpretation of the subsurface information for purposes of the work of this contract is the sole responsibility of the CONTRACTOR. The CONTRACTOR should note that the subsurface information contained in these documents represents the conditions at the boring locations at the time of the investigations and may not accurately reflect the subsurface conditions between the boring locations or the present conditions at the site. 1 .6 QUALIFICATIONS A. The CONTRACTOR performing the work of this section must demonstrate at least five years of experience in the design and installation of tieback anchors including corrosion protection of permanent tieback anchors. The CONTRACTOR shall provide a field supervisor for this project with at least five years of experience in installation or tieback anchors. Documentation of experience, including a list of previous projects, references, and resumes of key personnel, shall be submitted for review. 1 .7 QUALITY CONTROL/QUALITY ASSURANCE A. The ENGINEER or his site representative will observe the anchor installation and testing on a full-time basis. Notify the ENGINEER of anticipated installation and testing schedule at least one week prior to the start of the work. B. Bonded length encapsulation grouting shall be performed in the presence of the ENGINEER or his site representative if the encapsulation is grouted on-site, regardless of whether the grouting is performed before or after anchor installation. The bonded length encapsulation system shall be checked for leakage during grouting of the encapsulation. Briscoe-Desi mone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 C. All anchor tendon assemblies shall be inspected for visible defects or damage immediately prior to installation. D. All anchor testing shall be performed in the presence of the ENGINEER or his site representative. Tests results will not be accepted without approval of the test setup and procedures by the ENGINEER. 1 .8 SUBMITTALS A. Qualifications: submit documentation of tieback anchor experience for contractor prequalification in accordance with this section at the time of bid. B, Anchor details and installation procedures: 1 . CONTRACTOR'S proposed typical design of the bonded anchor length including drill hole diameter, length of bonded tendon, grouting procedures, provisions for regrouting, and anchor head connections. Supporting calculations for these and any other pertinent components shall be prepared and stamped by a professional engineer licensed in the state of washington. 2. Proposed grout mix for anchor grout and encapsulation grout including type of cement, mix proportions, additives, and design strength. 3. Proposed details and materials for the corrosion protection system, including: a. Drawings showing complete details of the proposed system including tendon encapsulation, anchor head details, coatings, temporary seals, waterproofing, installation procedures, etc. b. Manufacturer's literature or samples for all special materials or products. 4. Proposed equipment and methods for drilling and grouting the tieback anchors including procedures for controlling grout loss in the soil. 5. Proposed equipment and test setup for stressing and testing the anchors including details of stressing equipment, measurement of anchor load, and measurement of anchor displacement. C. Shop drawings: 1 . Submit drawings showing complete details of the tendon assembly, and anchor head connection including corrosion protection. 2. Submit anchor schedule including anchor number, location, design load, test load, bar diameter, total length of tendon, bonded length, unbonded length, cut-off length, and elevation at top of bond zone. D. Test certificates: 1 . Submit manufacturer's test certification for steel bars, couplers, nuts, and hardened washers. 2. Submit mill certifications for the anchor bearing plates and wales. 3. Submit certified calibration curve for load-measuring system to be used for anchor testing. Briscoe-Desimone Levee Reach 1/Castool November 14, 2014 Project Number: 09-3011.5 E. Installation records: submit records of anchor installation and testing within two working days following completion of each anchor installation or load test. PART 2 PRODUCTS 2.1 ANCHOR MATERIALS A. The anchor tendon shall be fabricated from steel bars conforming to ASTM A615 grade 75, B. All connections shall be capable of developing the full capacity of the anchor tendon and shall conform to the recommendations of the bar manufacturer. C. The bearing plate shall be fabricated from mild steel conforming to ASTM A36 and shall be capable of developing the full test load of the anchor. D. Encapsulation sheath: corrugated PVC, polypropylene or high-density polyethylene sheath filled with Portland cement grout (encapsulation grout). The encapsulation sheath shall have a minimum wall thickness conforming to PTI (2004), and the corrugations shall be approximately rectangular in cross section with approximately equal slot and rib widths. Use centralizers inside the encapsulation sheath to ensure a minimum 0.5-inch grout cover over the tendon. Provide permanent, leak-tight seals at the ends of the encapsulation sheath using a heat-shrinkable sleeve or other approved method. Attach centralizers to the outside of the encapsulation sheath to provide a minimum 0.5-inch grout cover between the encapsulation sheath and the soil. The top of the encapsulation sheath shall be located beyond the exposed face of the sheet pile. E. Bond breaker sheath: smooth PVC, polypropylene or high-density polyethylene pipe installed over the encapsulation sheath in the unbonded length. The bond breaker shall be capable of preventing load transfer to the encapsulation sheath. F. All connections shall be capable of developing the full capacity of the anchor bar and shall conform to the recommendations of the tendon manufacturer. G. Portland cement grout: 1 . Portland cement conforming to ASTM c150 type I I shall be used for the anchor grout and encapsulation grout. The cement shall be fresh and not contain any lumps or other indications of hydration. Water for mixing grout shall be potable. The water content of the grout shall be the minimum necessary for proper placement and shall not exceed a water/cement ratio of 0.45 (by weight). The grout shall have a minimum compressive strength of 4,000 psi at 28 days and 3,000 psi at 7 days. 2. Grout additives may be used only with the approval of ENGINEER. Accelerators and expansive agents shall not be used. Additives shall be mixed and placed in accordance with the manufacturer's recommendations. 3. The total chloride content of the encapsulation grout, including chlorides in the water, shall not exceed 0.05% by weight of cement. The total sulphate content shall not exceed 4.0% by Briscoe-Desimone Levee Reach 11Casteel - November 14, 2014 Project Number: 09-3011.5 1 weight of cement. The grout shall be free of sulphides in detectable concentrations. 2.2 ANCHOR TESTING EQUIPMENT A. Stressing equipment: use electrically powered hydraulic stressing equipment (jack, pump, and pressure gauge) having a load capacity between 1 .25 and 2.0 times the maximum test load and sufficient travel to accommodate the full anchor extension at the maximum test load. The jack must be capable of applying each test load increment in less than 60 seconds. B. Load measurement: use load cells or a calibrated pressure gauge with an accuracy of ±2 kips to measure the load on the anchor. A recent (within 6 months) certified calibration curve shall be provided for each load cell or pressure gauge. If a pressure gauge is used, then the jack and pump shall be calibrated together as a unit. C. Displacement measurement: displacement of the end of the anchor tendon shall be measured with a dial indicator reading to 0.001 inch and having a minimum of 3 inches of travel. Mount the dial indicator on a fixed datum that is independent of the stressing system and wall, such as a surveyor's tripod. Displacement measurements that are not made from an independent fixed datum, such as measurement of ram extension or measurement of tendon displacement relative to the wall, are not acceptable. 2.3 PRODUCT STORAGE AND HANDLING A. The tendons shall be stored and handled in a manner that will prevent damage to the corrosion protection system. B. Keep Portland cement covered and protected from moisture at all times. PART 3 EXECUTION 3.1 GENERAL REQUIREMENTS A. The contractor is responsible for selecting the tieback anchor installation procedures and controlling the installation to prevent damage to adjacent structures and facilities. B. The contractor is responsible for selecting and implementing any special procedures required to control grout loss into pervious zones in the soil and maintain a stable grout level at the top of the drill hole. C. The contractor is responsible to locate all underground utilities and structures near the work prior to installing tieback anchors and confirm that the installation of tieback anchors will not interfere with any underground utilities and structures. D. Immediately notify the owner and engineer of any obstructions encountered during tieback anchor installation. i E. Coordinate tieback anchor installation with sheet pile construction. 3.2 TENDON FABRICATION A. The anchor tendon assemblies shall be shop-fabricated and delivered to thejob site as fully assembled units. Briscoe-Desimone Levre Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 B. The encapsulation grout inside the tendon encapsulation sheath can be placed either prior to or during the anchor installation. If the encapsulation grout is placed inside the bond length encapsulation sheath prior to installing the anchor in the drill hole, the grout placement shall conform to the following requirements: 1 . The grout shall be placed with the encapsulation sheath in an inclined position, injecting the grout from the lower end. 2. The sheath shall be completely filled with grout with no entrapped air or bleed water. 3. Cap or seal all grout fittings and vent holes after grouting so that the encapsulation sheath is watertight. C. If the bond length encapsulation grout is placed after the anchor assembly is installed in the drill hole, the grouting shall be performed in a controlled manner that prevents rupture of the encapsulation sheath due to unbalanced grout pressure inside the sheath or collapse of the encapsulation sheath due to unbalanced grout pressure outside the sheath. 3.3 ANCHOR INSTALLATION A. Install the anchors inside a drill casing extending the full drilled length. Advance the casing using a rotary or rotary-percussion drilling system in which the drill fluid and drill cuttings return through the inside of the casing. Take all necessary precautions to prevent ground loss (i.e., removal of a volume of soil greater than the volume of the drill hole) during drilling. B. Install the tieback anchors perpendicular to the sheet pile wall in plan and at the vertical inclination shown on the drawings. C. After completion of drilling, flush the drill hole with clean water injected at the bottom of the drill hole through the drill rods or through a flush tube until clean water returns at the top of the casing. D. The drill hole may be grouted either before or after installation of the anchor tendon. Drill casing shall not be withdrawn until the tendon is installed and the drill hole is grouted. E. The anchor tendon shall be lowered carefully inside the drill casing to the required embedment depth without dropping or forcing. If the tendon cannot be inserted to the required depth without forcing, the tendon shall be removed and the drill hole cleaned or redrilled to permit proper installation. 3.4 GROUTING A. The grouting equipment shall include a mixer capable of producing a grout free of lumps and undispersed cement. A positive displacement grout pump shall be used. The pump shall be equipped with a pressure gauge to monitor grout pressures. The grouting equipment shall be sized to enable the anchor to be grouted in one continuous operation with a duration not exceeding 30 minutes. The cement grout shall be screened to remove lumps. The maximum size of the screen openings shall be 0.25 inch. Mixing and storage times shall be limited so as not to cause Briscoe-Desimone Levee Reach 1/Casteel November 14, 2014 Project Number: 09-3011.5 excessive temperature buildup in the rout. The mixer shall be capable p p 9 p of continuously agitating the grout. B. The anchor grout shall be injected from the lowest point of the anchor through a tremie tube. The grout shall be pumped until good quality grout (no dilution from groundwater or contamination from soil) is returned at the top of the drill hole. If the grout level in the drill hole drops after initial filling, additional grout shall be added until the grout level stabilizes at the top of the drill hole. The quantity of the grout and the grout pressures shall be recorded. C. Use approved methods to control grout loss into pervious zones in the soil. If a stable grout level cannot be maintained at the top of the drill hole, remove the anchor tendon, seal-grout the drill hole, and redrill the anchor. D. Casing shall be withdrawn after grouting. Grout shall be added as required to maintain the grout level within 2 feet of the top of the drill hole during casing removal. I 3.5 TESTING A. Every production tieback anchor shall be load tested as specified herein. Submit proposed method for testing the anchors including details of test setup, stressing equipment, and systems for measurement of anchor load and displacement to the ENGINEER for approval. Do not test the anchors until backfill behind the sheet pile wall has been placed to the final grades shown on the drawings. All testing shall be performed in the presence of the ENGINEER'S field representative. Test results will not be accepted unless the test setup and procedures have been approved by the ENGINEER. B. Performance/creep tests - test one of the first 5 anchors and one of the remaining anchors (at locations designated by the ENGINEER) as follows: 1 . After obtaining initial displacement readings under a nominal seating load, apply loads in increments approximately equal to 25%, 50%, 75%, 100%, 125%, and 150% of the design load. 2. Following application of each load increment, reduce the load to the nominal seating load and measure the residual displacement before proceeding to the next higher load increment. Take intermediate readings at the previous load increments as the load is increased to the next higher load increment. Intermediate readings are not required during unloading. 3. Record the load and total tendon displacement at each load increment and the residual displacement that remains after each load increment is reduced to the nominal seating load. 4. Hold each load increment to within 2 kips of the test load for at least 5 minutes and until the rate of movement is less than 0.01 inch per 5-minute interval and is clearly decreasing. Use a load cell to monitor changes in the applied load and adjust the jack pressure as required to maintain a constant load. 5. At the 150% increment, hold the load for 60 minutes and record the displacement versus time at 1-minute intervals for the first 15 minutes and at 5-minute intervals for the remaining 45 minutes. Briscoe-Desimone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 The observation period shall begin when the jack starts to apply the load increment to the anchor. The load shall be raised from the previous load increment in less than 60 seconds. The 1- minute reading shall be taken 1 minute after the start of loading. 6. Plot the total and residual displacements versus test load. On the total displacement plot, show: 1) the line corresponding to the theoretical elastic elongation of the unbonded length plus the additional length to the point of load application by thejack and 2) the apparent elastic elongation curve constructed by subtracting the residual displacement from the total displacement at each load increment. 7. Plot the displacement versus the logarithm of time for the maximum (150%) test load increment. C. Proof tests - proof test all anchors that are not tested by the performance/creep test procedure of the preceding section as follows: 1 . After obtaining initial displacement readings under a nominal seating load, apply loads in increments approximately equal to 25%, 50%, 75%, 100%, 125%, and 150% of the design load, recording the load and tendon displacement at each load increment. Following application of the 150% load increment, reduce the load to the nominal seating load and record the residual displacement. 2. Hold each load increment to within 2 kips of the test load for at least 5 minutes and until the rate of movement is clearly decreasing. At the 150% increment, hold the load for at least 15 minutes and record the displacement versus time at 1 -minute intervals. If the rate of movement exceeds 0.02 inch between 5 minutes and 15 minutes, continue to hold the load for an additional 45 minutes and take displacement readings at 5-minute intervals. Plot the total tendon displacement versus test load. 3. Show the line corresponding to the theoretical elastic elongation of the unbonded length plus the additional length to the point of load application by the jack. Also show the apparent elastic elongation at the 150°% load increment, which is equal to the total displacement at the 150% load increment minus the residual displacement that remains after the load is reduced to the nominal seating load. 4. Plot the displacement versus the logarithm of time for the maximum (150%) test load increment. D. Acceptance criteria - in general, a tested anchor will be considered acceptable if, in the opinion of the ENGINEER, it meets the following criteria: 1 . The load-displacement curves exhibit no sharp break toward large displacement. 2. The creep movement during the load hold period is less than 0.08 inch per log cycle of time. 3. The anchor capacity is developed within the design anchorage zone without significant contribution from friction in the unbonded Briscoe-Desimone Levee Reach 11Casteel November 14, 2014 Project Number: 09-3011.5 i length, as indicated by comparison of the theoretical and apparent elastic elongation of the unbonded length of the tendon. E. If, in the opinion of the ENGINEER, a tested anchor does not meet the acceptance criteria specified herein, then the anchor shall be regrouted and retested, or replaced, at no additional cost to the OWNER. 3.6 TENSIONING A. Tension all successfully tested anchors to the specified lock-off load as follows: 1 . Load the anchor to the required lock-off load plus an allowance for seating of the anchor head connection, and lock-off the load in the anchor. 2. Perform a lift-off test to determine the actual lock-off load. 3. If the actual lock-off load is not within 5% of the required lock-off load, reset the nut and recheck the lock-off load. i B. In general, tensioning can be performed immediately following successful testing of the anchor while the load testing equipment is still in place. If tensioning is performed immediately following testing, record the tendon displacement at lock-Off. C. Do not cut off tendon protrusions until permission is obtained from the engineer in writing. 3.7 RECORDS A. Maintain complete and accurate records of each tieback anchor installation including: 1 . Anchor number and location. 2. Total installed length (measured from the permanent anchor head connection), unbonded tendon length, and bonded tendon length. 3. Length of unbonded tendon during testing (including the length of tendon extending from the wall to the point of load application at the jack). 4. Bar diameter and total cross-sectional area. 5. Type of grout and any additives used. 6. Grout pressure and volume of grout injected. 7. Dates of grouting, testing, and tensioning. 8. Complete test records including load-deflection plots. 9. Description of any deviations from normal installation and testing procedures. B. Distribute records of tieback installation and testing to the ENGINEER or his site representative on a daily basis. END OF SECTION i Briscoe-Desimone Levee Reach 1/Casteel November 14, 2014 Project Number: 09-3011.5 Ili PERMITS 1 . Hydraulic Project Approval (HPA) 2. City of Kent Shoreline Conditional Use Permit and Substantial Development Permit 3, King County Special Use Permit 4. Stormwater Pollution Prevention Plan (WSPPP) (D.O.E.) 5. NPDES Construction Stormwater General Permit 6. SEPA Determination of Non-Significance 7. City of Tukwila Shoreline Substantial Development 8. City of Kent Flood Zone Permit 9. Department of Archaeology & Historic Preservation Concurrence i I Briscoe-Desimone Levee Reach Masted A - 5 November 14, 2014 Project Number: 09-3011.5 l Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard �. FISH and ROW 7T55.021-See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 04,2013 Control Number: 130348-1 Project Expiration Date: November 03,2018 FPAiPublic Notice#: N/A i 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 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. i R. 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. 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 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. I B. FORMAL APPEALS:WAC 220-110-360 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, 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 response to the informal appeal. C. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS: If there is no timely request for an appeal, the WDFW action shall be final and unappealable. ENFORCEMENT: Sergeant Chandler (34) P1 Habitat Biologist o for Director Larry Fisher 425-313-5683 "^`" - '- WDFW CC: Page 5 of 5 ECONOMIC & COMMUNITY DEVELOPMENT Ben Wolters, Director g (PLANNING SERVICES Fred Satterstrom,AICP, Director Ii Charlene Anderson, AICP, Manager WAN"IN GTON Phone: 253-856-5454 Fax: 253-856-6454 Address: 220 Fourth Avenue S Kent, WA 98032 SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT Decision Document May 9, 2013 City of Kent Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 Planner: Erin George, AICP I. PROPOSAL DESCRIPTION AND LOCATION: The City of Kent Public Works Department proposes to install a structural steel sheet pile wall at the back of the existing levee slope to act as a secondary levee to reduce flood risk to the cities of Kent, Tukwila and i Renton. The proposed flood wall will provide a minimum of 3 feet of freeboard above the predicted 500-year flood event in order to meet FEMA accreditation requirements. The flood wall will be constructed in three segments ("reaches") along the east bank of the Green River, between South 200th Street and South 1891h Street. A fourth segment of the project, "Reach 1," is located in Tukwila. A Shoreline Substantial Development Permit for that segment will be submitted to the City of Tukwila. The sheet piles will be installed using' vibratory equipment (but no Impact hammers) and will be between 23 and 64 feet deep, depending on location. The above-ground portion of the wall will range from 8 feet to 13 feet tall, when viewed from surrounding businesses. To allow for re-vegetation and habitat restoration, earthen benches will be constructed where feasible along the riverbank slope. These benches will entail excavation between the ordinary high water mark and the existing Green River trail to create a bench of up to 15 feet wide where native trees and shrubs will be planted. Approximately 40,000 cubic yards of earth will be removed to create the planting benches. An estimated 277 trees and 29 stumps will be removed, in addition to invasive or non-native vegetation. A minimum of 280 trees and 3,000 shrubs will be planted as mitigation on the excavated benches. The existing asphalt trail will remain on top of the levee berm, -but will be relocated further landward adjacent to the flood wall, which will be topped with handrails for safety. The flood wall will extend approximately 3 feet above the surface of the new trail, plus a 1.5 foot handrail. Approximately 6,000 cubic yards of flit material will be used to construct the new trail. All existing public access points will be maintained and where necessary, i Decision Document Briscoe-Desimone Levee Improvements 9WSMA-2013-2 #RPSP-2130617 stairways will be constructed to preserve access to the trail. The Green River Trail will be temporarily closed in sections during construction, with detours ! provided, and will return to normal operations after construction. The parking lot serving the Green River Trail located adjacent to the cul-de-sac bulb of South 190th Street will be raised to match the trail elevation. This will improve trail access by providing ADA accessibility as well as maintenance access. Existing use of other adjacent properties will remain unchanged. ! The project area is located on the east bank of the Green River between South 200th Street and South 189th Street, identified as King County Parcel' Numbers 0222049047, 0000200044, 0000200043, 7888800090, 7888800111, 7888800140, 7888800155, and 7888800210. , II Pursuant to the Kent Shoreline Master Program, a Shoreline Conditional Use permit is required. A public hearing was held on the Shoreline Conditional Use application on April 24, 2013 and a decision for approval was Issued by the Kent Hearing Examiner on May 8, 2013. II. CITY OF KENT COMPREHENSIVE PLAN ZONING AND SHORELINE DESIGNATION: The project area includes land zoned MI (Industrial Park) and M2 (Limited Industriai). The corresponding Comprehensive Plan Land Use Map designations are I (Industrial) and in the area where the trail is located, OS (Open Space). Properties within the project area are currently used as a levee and recreational trail. Properties surrounding the project area are developed with office park uses including warehousing, manufacturing and light Industrial uses. i The entire project area is located within 200 feet of the Green River, a Shoreline of Statewide Significance. Accordingly the proposed project is subject to the City of Kent Shoreline Master Program (SMP). The project area is designated by the Kent SMP as High Intensity, with a parallel designation of Urban Conservancy-Open Space where the Green River Trail is located. III. ENVIRONMENTAL CONSIDERATION: A. Environmental Assessment Environmental review pursuant to the State Environmental Policy Act was. completed and a Mitigated Determination of Non-Significance (MDNS) was issued for this proposal on April 9, 2013 (ENV-2013-3). The 14-day appeal period for the MDNS ended on April 23, 2013. No appeals were received. A biological assessment was prepared for the City in 2011 which analyzed all planned levee segments, including the Briscoe-Desimone Page 2 of 20 Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 segment. This document, entitled Biological Assessment for Green River Levee Improvements, River Mile 14.25 to River Mile 22X0, prepared by Shannon & Wilson, Inc., dated October 3, 2011 concludes that through avoidance of in-water work and with implementation of the TESC plan, SWPPP, and stormwater control and treatment measures, the project may affect but is not likely to adversely affect Bull trout, Puget Sound Chinook, Puget Sound steelhead, Marbled Murrelets and their designated critical habitat. An addendum was prepared for the Briscoe-Desimone levee segment, which analyzes design details that have changed since the 2011 report. This addendum is entitled Addendum to Biological Assessment, Green River Levee Improvements Project, River Mile 14.25 to River Mile 22.0 prepared by Shannon & Wilson, Inc., dated February 20, 2013. This addendum concludes that the effects determinations remain unchanged from the determinations listed in the 2011 report. B. Significant Physical Features 1. Topography and Hydrology The project area is flat, with the exception of the existing levee berm which has slopes in the range of 50% to 80%. No wetlands were Identified within the project improvement limits, according to the Biological Assessment. C. Significant Social Features 1. Parks and Recreation The Green River Trail provides biking and walking opportunities along the river and is about 10 feet wide within the project area. Use of the trail will be restricted temporarily during construction, requiring users to detour around the construction area. The existing trail on top of the levee berm will be removed and a new, wider (12-14 feet wide) paved trail will be installed further landward adjacent to the flood wall. All existing public access points will be maintained and where necessary, stairways will be constructed. The furthest distance between public access points will be a quarter mile. Hand rails will be placed on top of the flood wall to ensure safety of pedestrians using the trail. Briscoe Park Is located in the river bend northwest of South 190th Street and contains trails, a picnic shelter and a portable restroom. No levee work will be done within Briscoe Park itself. A separate parking lot located south of Briscoe Park adjacent to the cul-de-sac bulb of South 190th Street provides parking for Briscoe Park and the Green River Trail. This parking area will be used as a construction staging area, and consequently will be Page 3 of 20 j ' Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 closed during construction. The Kent Parks Department indicates that Briscoe Park is primarily used by pedestrians and cyclists from the trail as opposed to recreationists arriving by car; so temporary closure of the lot will be a minor impact. The parking area typically contains 8 to 10 cars each day, primarily employees of the adjacent business in the River's Edge Business Park to the south. Due to vacancy of other buildings in the business park, adequate on-site parking is present to serve employees during closure of the City parking lot. To allow for trail and park access following construction of the flood wall, the parking lot will be raised to match the trail elevation. Note that sheet 11 of the project plans depicts an ADA ramp in the parking lot. This ramp will not be constructed. Raising the parking lot will improve trail access by providing ADA accessibility as well as maintenance access. 2. Historic and Cultural Preservation A 'Cultural Resources report was prepared for this project, entitled Cultural Resources Assessment for the Briscoe- Desimone Levee, City of Kent Green River Levees Improvement Project, prepared by Historical Research Associates, Inc., dated March 18, 2013. This report found no previously recorded archaeological sites, no historic-period buildings, structures or objects and no archaeological resources in the area of impact. 3. Light and Glare No lighting is proposed as a part of this project. IV. APPLICABLE LAWS AND REGULATIONS A. Public Notice Public notice was provided as required by the Kent Shoreline Master Program, Chapter 7 Section B.2.c which requires a 30-day comment period on the Notice of Application. The comment period closed on April 1, 2012. Four public comments were received and were addressed by staff as necessary. These comments are discussed in the staff report and Hearing Examiner's' Findings for the Shoreline Conditional Use Permit, B. State of Washinoton Shoreline Management Act: Development, as defined In RCW 90.58.030(3)(d) will occur within 200 feet of the Ordinary High Water Mark of the Green River and is therefore governed by the regulations of the State Shoreline Management Act pursuant to RCW 90.58.030(2)(d) and (f). The cost of development exceeds $5,000, and thus a Shoreline Substantial Page 4 of 20 i Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 Development Permit is required in accordance with WAC 173-27- 040(2)(a). In addition, a Shoreline Conditional Use permit is required per the City of Kent Shoreline Master Program Chapter 4 Section C.7. A public hearing was held for the Shoreline Conditional Use on April 24, 2013 and a decision for approval was issued by the Kent Hearing Examiner on May 8, 2013. As conditioned through the Shoreline Conditional Use and by this permit, this project will be consistent with the Shoreline Management Act. C. City of Kent Comprehensive Plan In 2004 the Kent City Council adopted an update to the Kent Comprehensive Plan which represented revisions to demographics, housing and employment forecasts, and relevant goals and policies affected by the referenced inclusion of pertinent local and regional policy documents. As with the 1995 plan, the 2004 update was prepared under the provision of the Washington State Growth Management Act. The comprehensive plan, through its goals and policies, presents a clear expression of the City's vision of growth for citizens, the development community, and other public agencies. The plan is used by the Mayor, City Council, Land Use and Planning Board, Hearing Examiner, and the city departments to guide. decisions on amendments to the City's zoning code and other developed regulations, which must be consistent with the plan, as well as guide decision making about the funding and location of the capital improvement projects. As a part of the comprehensive update of the Shoreline Master Program in September 2009, Ordinance 3931 replaced Appendix C "1999 Kent Shoreline Master Program - Goals and Policies" with "Chapter 13, Shoreline Element" in the City's Comprehensive Plan. The Shoreline Element includes the goals and policies of the September 2009 SMP. The Comprehensive Plan Land Use Map designates the project area as I (Industrial) and OS (Open Space). The proposal, as conditioned, generally is compatible with the following relevant Comprehensive Plan goals and policies. The following list is not intended to be exhaustive, but rather is representative of the general policy themes: Shoreline Element General Policy 4.b.2; All significant adverse impacts to the shoreline should be avoided or, if that is not possible, minimized to the extent feasible and provide mitigation to ensure no net loss of ecological function. Page 5 of 20 Decision Document Briscoe-Deslmone Levee Improvements #SMA-2013-2 #RPSP-2130617 General Policy 5,b.2: In regulating development on shorelines within SMA jurisdiction, the City should endeavor to achieve the following: a, Maintenance of human safety b, Protection and, where appropriate, the restoration of the physical integrity of the ecological system processes, Including water and sediment transport and natural channel movement. c. Protection of water quality and natural groundwater movement. ' d, Protection of fish, vegetation, and other life forms and their habitat vital to the aquatic food chain. e. Protection of existing legal uses and legal development. f. Protection of recreation resources and aesthetic values, such as point and channel bars, islands, and other shore features and scenery. g, When consistent with the provisions a, through £ above, provide for public access and recreation. General Policy 5.b.4: Where structural solutions are rebuilt, fish- friendly structures such as setback levees should be used, In the Lower Green River, every opportunity should be taken to set back levees and revetments to the maximum extent practicable. General Policy SAS: in designing publicly financed or subsidized works, the. City should provide public pedestrian access to the shoreline for low-impact outdoor recreation., Shoreline Modification Policy 7.b.1: Dikes and levees should be constructed or reconstructed only as part of a comprehensive flood hazard reduction program. General Policy 7,b.5. Public access should be designed to provide for public safety and comfort and to minimize potential impacts to private property and individual privacy, There should be a physical separation or other means of clearly delineating public and private space In order to avoid unnecessary user conflict. General Poiicy 7.b.6: Public views from the shoreline upland areas should be enhanced and preserved. Enhancement of views should not be construed to mean excessive removal of existing native vegetation that partially impairs views, General Policy 7.b.8: City parks, trails and public access facilities adjacent to shorelines should be maintained and enhanced in accordance with City and County plans. General Policy 11.b.1: Vegetation within the City shoreline areas should be enhanced over time to provide a greater level of ecological functions, human safety, and property protection, To this end, Page 6 of 20 I Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 shoreline management activities, including the provisions and implementation of this SMP, should be based on a comprehensive approach that considers the ecological functions currently and potentially provided by vegetation on different sections of the shoreline. General Policy 11.b.4: The removal of invasive or noxious weeds and replacement with native vegetation should be encouraged. Removal of noxious or invasive weeds should be conducted using the least-impacting method feasible, with a preference for mechanical rather than chemical means. I General Policy 12.b:1: All shoreline uses and activities should be located, designed, constructed, and maintained to avoid significant ecological impacts that alter water quality, quantity, or hydrology. Shoreline Modification Policy 7.b.2: Environmental enhancement measures should be a part of levee improvements. Restoration Goal 1: Maintain, restore or enhance watershed processes, including sediment, water, wood, light and nutrient delivery, movement and loss. Restoration Goal 2: Maintain or enhance fish and wildlife habitat during all life stages and maintain functional corridors linking these habitats. Restoration Goal3: Contribute to conservation and recovery of chinook salmon and other anadromous fish, focusing on preserving, protecting and restoring habitat with the intent to recover listed species, including sustainable, genetically diverse, harvestable populations of naturally spawning chinook salmon. Restoration Objective 2.c: Improve the health of the Green River and its tributary streams by increasing LWD recruitment potential through plantings of trees, particularly conifers, in the riparian corridors. Where feasible, install LWD to meet short-term needs. Planning Services Comment As conditioned, the proposed project is consistent with the above goals, policies and objectives of the Shoreline Element of the Comprehensive Plan. Public access to the existing Green River trail will not be diminished and will only be temporarily interrupted during construction. Trail users will be notified a minimum of 2 weeks prior to construction closure, as conditioned by Shoreline Conditional Use Permit #SMC-2013-1 ( KIVA #RPP3-2130618. All existing public access points will be maintained and where necessary, stairways will be constructed. The furthest distance between public access points will Page 7 of 20 Decision Document Briscoe-Deslmone Levee Improvements #SMA-2013-2 #RPSP-2130617 be a quarter mile. Hand rails will be placed on top of the flood wall to ensure safety of pedestrians using the trail. The parking lot serving the Green River Trail located adjacent to the cul-de-sac bulb of South 190th Street will be raised to match the trail elevation. This will improve trail access by providing ADA accessibility as well as maintenance access. Extensive native plantings as well as creation of a sloped floodplain bench that will be inundated for approximately 40 days during the primary juvenile salmonid outmigration period (January-June) will improve habitat significantly over the current, invasive dominated, steep-walled levee condition. In addition, construction of the proposed flood wall will provide the city with the opportunity to plant large overstory trees that are not subject to diameter or height restrictions along the banks of the river. These large trees will, In time, provide significant shade to this reach of the river where very little currently exists. The plans submitted with this permit depicted several different planting zones: low, medium and high density, in order to provide view corridors through the vegetation for users of the trail. During a multi-agency meeting on May 1, 2013, the Washington Department of Fish & Wildlife (WDFW) and the Muckleshoot Tribe expressed serious concerns that the low and medium density planting zones would not provide adequate shade to improve the temperature conditions Identified in the Green River Temperature Total Maximum Daily Load (TMDL) Water Quality Improvement Report Issued by the Department of Ecology In June 2011. As a result, WDFW will likely be conditioning the Hydraulic Project Approval for the Briscoe-Desi mone levee to plant the entire project area with the dense planting scheme, with only one view corridor near the parking lot at 190t' is Given the open river views present along much of the Green River Trail, and that the proposed flood wall will be constructed In segments with open views in between each segment; providing only one view corridor will be sufficient. Doing so will create a viewpoint for those entering the trail, Including those with limited mobility, General Policy 7.b.6 states that 'enhancement of views should not be construed to mean excessive removal of existing native, vegetation that partially impairs views." Accordingly, this policy Is not meant to compromise riparian enhancement but rather to protect the public from structures or developments which block water views. The proposed flood wall Is located as far landward as possible, given the existence of numerous Industrial buildings, Setting the levee back any further would require approximately $416 to $920 million in property acquisition and relocation costs, funding that is not available Page 8 of 20 Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 within City or Flood District budgets in the foreseeable future. Construction of the proposed flood wall does not preclude a wider levee setback in the future, with the flood wall estimated to cost only $1 million to remove. Due to the current levee not'meeting federal levee safety standards, it is in the public's best interest to construct the proposed flood wall to provide meaningful, near-term flood protection for the Green River valley. The City is currently working on several Green River habitat improvement projects such as Riverview Park, the Leber Property and Downey Farmstead. These projects will add over 3,000 linear feet of new channel and floodplain habitat in the Green River, providing valuable salmon refuge areas. Other future restoration projects are identified in the WRIA 9 Salmon Habitat Plan, King County Flood Control Flood Hazard Management Plan and the USACE Green/Duwamish Ecosystem Restoration Program, which will include terraced and benched side slopes, floodplain connectivity, native riparian plantings and large woody debris. These existing and future restoration projects, combined with the current project will result in a. cumulative improvement in the Green River watershed. The Kent City Council adopted the 2006 King County Flood Hazard Management Plan to serve as the City's comprehensive flood hazard reduction program. Specifically the following policies within this plan apply to the proposal: Polity PROD-1: King County should prioritize actions to address flood and channel migration risks using the following criteria in order of importance: a. The consequences that will result if no action is taken, Consequences should be prioritized as identified in Policy G-2. b. Urgency, where urgency is a measure of how quickly an action needs to be taken in order to prevent a risk from growing worse. c Legal responsibility and authority, where legal responsibility and authority is a contractual relationship between King County and another person or agency to maintain a flood protection facility. d. Funding or partnership opportunities. Policy PROJ-5: New flood hazard management projects, whether protecting new or existing development, should seek to provide protection from the 100-year, future conditions flood, plus a margin of safety. Page 9 of 20 Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 Policy PROJ-6: King County should construct new flood protection facilities and maintain, repair or replace existing flood protection facilities in such a way as to: a. Require minimal maintenance over the long term, b. Ensure that flood or channel migration risks are not transferred to other sites, c. Protect or enhance aquatic, riparian and other critical habitats, and d. Protect or enhance multiple beneficial uses of flood hazard areas. Policy PROD-S: King County will consult with affected Native American Tribes, the Washington State Office of Archaeology and Historic Preservation, and the King County Historic Preservation Program staff when designing flood hazard management projects beyond existing flood protection facility footprints to ensure that archaeological, cultural and historic resources and Traditional Cultural Properties are identified, evaluated and appropriately protected. The proposed project is consistent with the above policies of the 2006 King County Flood Hazard Management Plan as follows. Prioritization for the proposed project is unique from typical new levee construction because levees already exist on the Green River. . As the entire length of Green River levees within Kent are not accredited by FEMA, most levee segments need reconstruction or replacement despite the functional level of flood protection the existing levees already provide. Obtaining levee accreditation will remove affected properties from the 100-year floodplain and eliminate the requirement to purchase flood insurance (which lenders impose on property owners). Accordingly, prioritization for levee improvement is largely based on ease and speed of construction, and the economic impact on affected properties having to continue to purchase flood insurance. This particular project was selected for construction at this time based on the above factors, when compared with other levee segments. This proposal has been designed to provide 500-year flood protection plus a margin of safety, and to require the least amount of long-term maintenance. As discussed above, existing levees are present on the Green River, so actual flood risk will not be transferred to other properties by construction of the proposed new levee. The project area is not located within a Channel Migration Zone and will continue to support a multitude of beneficial uses post-construction, such as the recreational use of Briscoe Park, the Green River Trail and the river itself, as well as surrounding Industrial and office park uses. Page 10 of 20 i Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 The Muckleshoot and Duwamish Indian Tribes were notified of this proposal. The Muckleshoot Indian Tribe Fisheries Division commented on this proposal, and their comments have been taken into consideration. The Cultural Resources report submitted with this application concludes that no previously recorded archaeological sites, no historic-period buildings, structures or objects and no archaeological resources were found in the area of impact. This Substantial Development Permit includes a condition for addressing any such features should they be encountered during construction. D. Kent Shoreline Master Program The City of Kent Shoreline Master Program (SMP) is a planning document that outlines goals and policies for the shorelines of the City, and also establishes regulations for development occurring within shoreline jurisdiction (the area 200-feet landward of the Ordinary High Water Mark). The SMP recently underwent a comprehensive update in September 2009. The Shoreline Environment Designation for the project area is High Intensity, with a parallel designation of Urban Conservancy-Open Space where the Green River Trail is located. The purpose of the Urban Conservancy-Open Space environment is to "protect and restore ... ecological functions in urban and developed settings, while allowing public access and a variety of park and recreation uses." The High Intensity environment is intended to "provide for high-intensity water- oriented commercial, transportation, and industrial uses while protecting existing ecological functions and restoring ecological functions in areas that have been previously degraded." Chapter 3 of the SMP, General Provisions, includes policies and regulations that apply to all uses and activities regardless of shoreline environment designation, Sections within Chapter 3 that pertain to the proposed levee include Archaeological and Historic Resources, Environmental Impacts, Flood Hazard Reduction, Parking, Public Access, Shorelines of Statewide Significance, Vegetation Conservation and Water Quality. Planning Services Comment ® Chapter 3, Section 8.2, Archaeological and Historic Resources: A Cultural Resources report was prepared for this project, entitled Cultural Resources Assessment for the Briscoe-Desimone Levee, City of Kent Green River Levees Improvement Project, prepared by Historical Research Associates, Inc., dated March 18, 2013. This report found no previously recorded archaeological sites, no historic-period buildings, structures or objects and no Page 11 of 20 i Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 archaeological resources in the area of impact. The report notes j that proximity to the Green River and historical homesteading and agriculture activities would typically mean a high probability of intact archaeological remains; but given the frequency of flooding events and ground disturbance from construction of business parks, utility lines and the levee system the probability of intact archaeological remains is in fact low to moderate. This Substantial Development permit includes a condition requiring work stoppage and an archaeologist inspection should any such features be discovered during site work. Members of the Muckleshoot Indian Tribe fish in this section of the river, The Tribe has requested that the City coordinate with them at least 30 days in advance of construction to avoid interference with tribal fishing activities and access. The Public Works Department has agreed to do so, as conditioned by Shoreline Conditional Use Permit #SMC-2013-1 / KIVA #RPP3-2130618. Chapter 3, Section 8.4, Environmental Impacts; A Mitigated Determination of Non-Significance (MDNS) was Issued for this proposal on April 8, 2013 (ENV-2013-3). As conditioned by the MDNS and this permit, the proposed project will not cause significant ecological impacts or significant adverse impacts as defined in the SMP. The Briscoe-Desimone levee project will Improve riparian habitat conditions along 4,000 linear feet of the Green River. Approximately 277 trees will be removed as a result of the project (primarily on the landward side of the berm), in addition to invasive or non-native vegetation. A minimum of 286 trees and 3,000 shrubs will be planted as mitigation on the excavated benches waterward of the existing levee berm. The proposed native plantings will provide nesting and rearing habitat for birds and small.mammals. The enhanced riparian area will benefit fish by increasing shade, woody debris, insect drop and leaf litter. Creation of a sloped floodplain bench that will be Inundated for approximately 40 days during the primary juvenile salmonid outmigration period (January-June) will improve habitat significantly over the current, invasive dominated, steep-walled levee condition, In addition, construction of the proposed floodwall will provide the city with the opportunity to plant large overstory trees that are not subject to diameter or height restrictions along the banks of the river because the floodwall serves as the levee, and therefore the Corps vegetation policy waterward of the levee does not apply. I These large trees will, in time, provide significant shade to this Page 12 of 20 i Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 reach of the river where very little currently exists. The proposed project will have a net-positive effect on fish migration, rearing and refuge habitat as well as riparian shade and water temperature. Chapter 3, Section B.5, Flood Hazard Reduction: The proposal is consistent with the City's Flood Hazard Regulations (KCC 14.09), the flood insurance study for King County, and the City's Surface Water Utility Regulations (KCC 7,05). The Washington Department of Fish and Wildlife determined that a Hydraulic Project Approval will be required. Construction of the project shall comply with any HPA conditions. Due to the proposed flood wall's separation from the river by an existing levee, it will not further restrict natural channel movement. Close proximity of industrial buildings and the substantial cost to displace them make nonstructural measures infeasible. The proposed native plantings on the excavated floodplain bench will improve ecological functions. The proposed flood wall has been designed by a Professional Engineer and is necessary to obtain FEMA accreditation for flood protection of businesses, homes and infrastructure in the Kent valley. Existing hydrological connections into and between water bodies will not be impacted. All existing public access points will be maintained by constructing stairways and raising the parking lot near South 190"' Street. m Chapter 3, Section B.6, Accessory Parking: The parking lot near 190u' Street serves Briscoe Park and the Green River Trail, both of which are permitted shoreline uses. As the parking lot is being raised and replaced in its current location and it Is surrounded by a developed industrial area, relocating the parking lot further landward is not feasible. The new lot will be sloped at approximately a 7 percent slope,, with the western portion flattening where it meets the flood wall and trail. ADA parking stalls will be located on this flat portion to allow safe and convenient access to the trail for disabled individuals, No lighting Is proposed for this parking lot as none currently exists. For safety and crime prevention reasons, nighttime access to City park facilities is discouraged. Construction of the new parking lot will comply with the City of Kent Surface Water Design Manual. ® Chapter 3, Section B.7, Public Access: i Existing public access to the Green River Is provided via the Green River Trail, which runs along the top of the existing levee berm throughout the entire project area. The existing trail on top of the j Page 13 of 20 I Decision Document I Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 levee berm is about 10 feet wide and will be replaced with a new, wider (12-14 feet) paved trail further landward adjacent to the flood wall. Numerous public access points connecting to the trail exist throughout the project area, all of which will be maintained by j constructing stairways and raising the parking lot near South 190t" Street. ADA access to the trail will be improved by raising the parking lot to the trail elevation. Once the wall is constructed, the furthest distance between public access points will be a quarter mile. Hand rails will be placed on top of the flood wall to ensure safety of pedestrians using the trail. Aesthetic treatment of the flood wall, as conditioned in the MDNS, will further enhance the experience for Green River Trail users. '• j The plans submitted with this permit depicted several different planting zones: low, medium and high density, in order to provide view corridors through the vegetation for users of the trail. During a multl-agency meeting on May 1, 2013, the Washington Department of Fish & Wildlife (WDFW) and the Muckleshoot Tribe expressed serious concerns that the low and medium density planting zones would not provide adequate shade to improve the temperature conditions identified in the Green River Temperature Total Maximum Daily Load (TMDL) Water Quality Improvement Report Issued by the Department of Ecology in June 2011. As a result, WDFW will likely be conditioning the Hydraulic Project ' Approval for the Briscoe-Desimone levee to plant the entire project area with the dense planting scheme, with only one view corridor near the parking lot at 190t". Given the open river views present along much of the Green River Trail, and that the proposed flood wall will be constructed in segments with open views in between each segment; providing only one corridor will be sufficient. Doing so will create a viewpoint for those entering the trail, including those with limited mobility. While the wording of regulation number 3 requires that impacts to public views of shoreline waterbodies from public land be minimized, the policy behind the regulation provides additional clarity. General Policy 7.b.6 states that "enhancement of views should not be construed to mean excessive removal of existing native vegetation that partially impairs views." Accordingly, this regulation Is not meant to compromise riparian enhancement but rather to protect the public from structures or developments which block water views. Chapter 3, Section B.8, Shorelines of Statewide Significance: The Green River is a Shoreline of Statewide Significance because it is a major resource that potentially benefits all people in the state. Page 14 of 20 I � I i Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 Accordingly, the Kent SMP implements the priorities set forth in RCW 90.58.020, which are as follows; a. Recognize and protect the statewide interest over local interest; b. Preserve the natural character of the shoreline; C. Result in the long-term over short-term benefit; d. Protect the resources and ecology of the shoreline; e. Increase public access to publicly owned, areas of the shoreline; f. Increase recreational opportunities for the public in the shoreline area. Construction of the proposed flood wall is necessary to provide flood protection to businesses and residents in the Kent Valley, which is a long-term benefit of local and statewide importance. The natural character, resources and ecology of the shoreline will be preserved and enhanced by avoiding in-water work and by constructing floodplain benches to be planted with native trees and shrubs. The Green River Trail will be reconstructed near the new flood wall, with stairways provided to maintain all existing public access points to the trail and shoreline. Chapter 3, Section B.11, Vegetation Conservation: A variety of evergreen and deciduous trees, shrubs and grasses are present in the project area; primarily located behind the existing levee berm. The waterward side of the berm is vegetated primarily with non-native species such as Himalayan blackberry and reed canary grass, with some willows and snowberry at or below the ordinary high water mark. Approximately 277 trees and 29 stumps will be removed as a result of the project (primarily on the landward side of the berm), in addition to invasive or non-native vegetation. A minimum of 280 trees and 3,000 shrubs will be planted as mitigation on the excavated benches, as conditioned by Shoreline Conditional Use Permit #SMC-2013-1 J KIVA #RPP3-2130618. Mature cottonwoods and poplars are currently found on the back- side of the existing levee, though the closest of these trees is 50 feet away from.the river's edge and typically closer to 90 feet away. Aerial photographs show that shading provided by these existing trees even at low sun angles provides very little shading to the river. Native plantings proposed along the river's edge under the proposed project are expected to provide more shading than the current trees in less than 10 years. In the longer timeframe, the proposed plantings will provide significantly more shade than current conditions. Many of the existing trees to be removed are Page 15 of 20 i Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2#RPSP-2130617 non-native species, so replanting with native trees and shrubs closer to,the water's edge will provide greater habitat value. e Chapter 3, Section B.12, Water Quality: Through extensive planting of native shrubs and trees on the excavated,bench waterward of the existing levee, shading of the river will be provided which will in turn have a net positive effect on water temperature compared with existing conditions. The proposed riparian habitat enhancement, combined with avoidance of in-water work, will avoid significant adverse ecological impacts and rather provide a net positive effect. Proposed stormwater measures will comply with the City's.Surface Water Design Manual, which is consistent with state and federal water quality regulations. The proposed use will not require application of pesticides, herbicides or fertilizers. i Chapter .4, Shoreline Modification Provisions, includes policies and regulations for 'each type of shoreline modification. Levees are considered shoreline modifications because they "permanently change the physical configuration or quality of the shoreline, particularly at the point where land and water meet." Due to the permanence of levees, their direct relationship to river flows and processes, and their potential for significant ecological impacts, the SMP states that dikes and levees shall only be authorized by Conditional Use Permit. Section C.7, Levees, outlines policies and regulations specific to construction of levees. The following regulations within Chapter 4 Section C.7 apply to the project and pertain to environmental protection and j enhancement: Regulation 7.c.2: Dikes and levees shall protect the natural processes and resource values associated with streamways and deltas, Including, but not limited to, wildlife habitat. Regulation 7.c.8: Proper diversion of surface discharge shall be provided to maintain the integrity of the natural streams, wetlands, and drainages. Regulation 7.c.9. Underground springs and aquifers shall be Identified and protected. Regulation 7.c.10r Where feasible, the construction, repair, or reconstruction of dikes or levees shall include environmental restoration. The Kent Restoration Plan accompanying this SMP provides guidance the City's Shoreline Administrator will use in determining the amount and type of restoration required. I Page 16 of 20 i Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 Planning Services Comment: The proposed project meets the above regulations through application of the City of Kent Surface Water Design Manual and City of Kent Construction Standards which require treatment and detention of stormwater runoff as well as best management practices through a Temporary Erosion & Sedimentation Control Plan and a Stormwater Pollution Prevention Plan. The majority of water that falls onto the levee will infiltrate once the side slopes are revegetated. The applicant will need to obtain a construction stormwater general permit, which will ensure that best management practices are employed during construction and water quality standards are met to prevent pollution. No wetlands were identified within the project improvement limits, according to the Biological Assessment, Green River Levee Improvements, River Mile 14.25 to River Mlle 22.0, prepared by Shannon & Wilson, Inc., dated October 3, 2011. The project area is not located within a critical aquifer recharge area and no groundwater will be withdrawn as a result of this project. The City is evaluating the impacts . to shallow groundwater movement through the floodwall reaches with consideration for the prevailing groundwater movements in this area as well as near the river, the length and orientation of the floodwall, and the geology of the site. If impacts to groundwater are Identified, appropriate mitigation measures will be implemented to mitigate the impact, as conditioned by the MONS. Such measures could include, but are not limited to staggering the lengths of the sheet piles to allow flow through or providing openings in the sheet i piles to allow for groundwater movement through the wall. The Briscoe-Desimone levee project will improve riparian habitat conditions. The proposed trees and shrubs to be planted on the waterward side of the existing levee berm will provide nesting and rearing habitat for birds and small mammals. The enhanced riparian area will benefit fish by increasing shade, woody debris, insect drop and leaf litter. Creation of a sloped floodpiain bench that will be inundated for approximately 40 days during the primary juvenile salmonid outmigration period {January-June} will improve habitat significantly over the current, invasive dominated, steep-walled levee condition. The following regulations within Chapter 4 Section C.7 pertain to levee design and public access: Regulation 7.c.l: Dikes and levees shall be designed, constructed, and maintained in accordance with Washington State Department of Fish and Wildlife Hydraulic Project Approval, federal levee criteria, and in consideration of resource agency recommendations. Page 17 of 20 i i Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 i Regulation 7.c.3 Dikes and levees shall be limited in size to the minimum height required to protect adjacent lands from the projected flood stage. Regulation 7.c.4: Dikes and levees shall not be placed in the floodway, except for current deflectors necessary for protection of bridges and roads. Regulation 7.c.5: Public access to shorelines should be an integral component of all levee improvement projects. Public access shall be provided in accordance with public access policies and regulations contained herein. New dikes or levees must not impede or diminish public access on the Green River Trail. Fisherman access should be combined with levee maintenance access. Regulation 7,c.7: Dikes and levees shall be set back at convex (inside) bends to allow streams to maintain point bars and associated aquatic habitat through normal accretion, If feasible. Planning Services comment The proposed levee has been designed to meet FEMA certification standards.for 500-year flood protection, which exceeds the minimum 100-year accreditation standard. Both the City of Kent and the King County Flood Control District support a long term plan to provide better flood protection for the Green River Valley, primarily due to the high property and improvement value encompassed in the industrial valley. The Washington Department of Fish and Wildlife determined that a Hydraulic Project Approval will be required. Construction of the project shall comply with any HPA conditions. Comments from the Muckleshoot Indian Tribe Fisheries Division have been discussed in this staff report and incorporated where appropriate. The portion of the project area that is located on the waterward side of the existing levee berm (the planting benches) is within the Green River floodway. The flood wall itself is not within the floodway or floodplain. Excavation of the proposed planting benches will increase flood storage by approximately 40,000 cubic yards. The applicant has submitted a completed Flood Zone Control Permit to the City of Kent and will be required to comply with the City's flood hazard regulations in Kent City Code Chapter 14.09. As the proposed flood wall is separated from the river by the existing levee berm, the requirement for location at convex bends is not applicable. i Page 18 of 20 Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 I All existing public access points will be maintained and where necessary,.stairways will be constructed. The existing trail on top of the levee berm will be removed and a new, wider (1.2-14 feet wide) paved trail will be installed further landward adjacent to the flood wall. The furthest distance between public access points will be a quarter mile. The following regulations within Chapter 4 Section C.7 pertain to flood hazard management: Regulation 7.c.6: Dikes and levees shall only be authorized by Conditional Use permit and shall be consistent with the 2006 King County Flood Hazard Management Plan, as amended. Planning Services Comment A Shoreline Conditional Use Permit application was submitted and reviewed by staff. A public hearing was held for the Shoreline Conditional Use on April 24, 2013 and a decision for approval was issued by the Kent Hearing Examiner on May 8, 2013. The proposed project is consistent with the 2006 King County Flood Hazard Management Plan, as previously discussed on pages 6 - 7. SMP Chapter 5, Shoreline Use Provisions Chapter 5, Shoreline Use Provisions, includes policies and regulations for each type of shoreline use. The primary use of the proposed levee is flood protection, which is not identified as a use within Chapter 5, but is dealt with under the General Provisions in Chapter 3, within Section B.5, Flood Hazard Reduction and River Corridor Management. Compliance with Chapter 3 Section B.5 is discussed on pages 12 - 13. V. DECISION The Substantial Development Permit for the . Briscoe-Desi mone Levee Improvements SMA-2013-2 J RPSP-2130617 is APPROVED, with the following conditions: 1. The applicant shall comply with the conditions of the Shoreline Conditional Use Permit issued for this project on May 8, 2013 (SMC 2013-1, RPP3-2130618). 2. The applicant shall comply with the conditions of the MDNS issued for this project on April 9, 2013 (ENV-2013-3JKIVA#RPSA-2130616). 3. Should any phenomena of possible archaeological value be uncovered during site work, all work shall be stopped immediately, and a Page 19 of 20 Decision Document Briscoe-Desimone Levee Improvements #SMA-2013-2 #RPSP-2130617 professional archaeologist shall inspect the site to ensure that all possible valuable archaeological data are properly salvaged or mapped. Approved this 9th day of May 2013 ! Charlene Anderson, AICP, Planning Manager This decision shall be final unless an appeal Is made, Persons aggrieved by the grant, denial, rescission or modification of a permit may file a request for review by the Shoreline Hearings Board in accordance with the review process established by RCW 90,58,180 or as subsequently amended, and with the regulations of the Shoreline Hearings Board contained in Chapter 461- 08 WAC or as subsequently amended. The request for review must be Filed with the Hearings Board within twenty-one (21) days of the date of filing, as defined in RCW 90.58.140(6). Per WAC 173-27-190, construction pursuant to this permit shall not begin and is not authorized until twenty-one days from the date of filing as defined in RCW 90.58.140(6) and WAC 173-27-130, or until all review proceedings initiated within twenty-one days from the date of such filing have been terminated; except as provided in RCW 90.58.140(5)(a) and (b). EC;\S:\\Permit\Plan\Shoreline\2013\2130617sma-2013-2decisio n.doc i � I I I i I i Page 20 of 20 ( i i LAND USE BEARING EXAMINER Kimberly A, Allen Hearing Examiner CITY OF ICENI' WAZNJI.TON In the Matter of the Application of ) No. SMC-2013-1 KIVA #RPP3-2130618 Kent Public Works Department ) Briscoe-Desimone Levee Improvements } For a Shoreline Conditional ) FINDINGS, CONCLUSIONS, Use Permit ) AND DECISION SUMMARY OF DECISION The Hearing Examiner APPROVES the request for a Shoreline Conditional Use Permit to install a structural steel sheet pile wall at the back of the existing levee slope, to act as a secondary levee, in three segments along the east bank of the Green River between South 200th Street and South 189th Street in Kent, Washington. Conditions are required to mitigate specific impacts of the proposed development. SUMMARY OF RECORD Hearing Date: The Hearing Examiner held an open record hearing on the request on April 24, 2013. Testimony: The following individuals presented testimony under oath at the open record hearing: Erin George, City Senior Planner Ken Langholz, City Engineering Supervisor, Design Section - Public Works Melvin Roberts John Neller Exhibits: The following exhibits were admitted into the record: 1. Staff Report and Distribution, dated April 17, 2013 2. Shoreline Permit Application, dated February 22, 2013 Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1/KIVA #RPP3-2130618 Page 1 of 15 i 3. Notice of Public Hearing with Distribution List, AD Copy with confirmation from Kent Reporter, dated April 12, 2013 4. Notice of Application and Proposed Determination of Non-significance with Distribution List, AD copy, and confirmation from the Kent Reporter, dated March 1, 2013 5. Vicinity Map (1 Sheet), dated February 22, 2013 6. Project Site Plan/Location Map (1 Sheet), dated February 22, 2013 7. Project Plans (27 sheets), dated February 22, 2013 8. Tree Survey (8 sheets), dated February 22, 2013 9. Revised Crass Section to address Muckleshoot Concerns, dated April 3, 2013 10. Revised Landscape Plan to address Parks Department Concerns (3 sheets), dated April 3, 2013 11. Green River Trail Drawing, dated April 3, 2013 12. Public Access Map, undated 13. SEPA Environmental Checklist ENV-2013-3/2130616, dated April 9, 2013 14, Environmental Review Report/Decision Document ENV-2013-3JRPSW- 2130616, dated April 9, 2013 15. City of Kent Mitigated Determination of. Non-Significance & Distribution of SEPA materials (ENV-2013-3JRPSW-2130616), dated April 9, 2013 16. Biological Assessment for Green River Levee Improvements , River Mile 14.25 to River Mile 22.00, prepared by Shannon & Wilson, Inc., dated October 3, 2011 17. Addendum to Biological Assessment, Green River Levee Improvements Project, River Mile 14.25 to River Mile 22.0, prepared by Shannon & Wilson, Inc., dated February 20, 2013 18, Cultural Resources Assessment for the Briscoe-Desimone Levee, City of Kent Green River Levees Improvement Project, prepared by Historical Research Associates, Inc., dated March 18, 2013 19. Comment Letter received from .loan Nolan with Washington State Department of Ecology (DOE), dated April 1, 2013 20. Staff Response from Ken Langholz with Public Works Department to loan Nolan, dated April 5, 2013 21. Comment Letter received from Karen Walter, with Muckleshoot Indian Tribe Fisheries Division, dated April 1, 2013 22. Staff Response from Ken Langholz with Public Works Dept to Karen Walter, dated April 5, 2013 23, Email Comment received from John Neller, dated March 23, 2013 24. Staff Response (email) from Planner Erin George with Economic & Community Development to John Neller, dated March 25, 2013 25. Email Comment received from Larry Fisher, Washington Department of Fish & Wildlife, dated March 7, 2013 26. Briscoe - Desimone Levee Improvements Parking Lot Plan and Profile, received April 24, 2013 Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1/KIVA #RPP3-2130618 Page 2 of 15 I i 27. Memorandum from Ken Langholz re: Briscoe-Desimone Levee Improvement Project Response to Kent Bicycle Advisory Board Comment Letter, dated April 24, 2013 28. Comments by the Kent Bicycle Advisory Board (KBAB) on Green River Trail Levee Improvements from S 180th St to S 196th St, received April 24, 2013 The Hearing Examiner enters the following Findings and Conclusions based upon the testimony and exhibits admitted at the open record hearing: FINDINGS Application and Public Notice 1. Ken Langholz, for the City Public Works Department (Applicant), requests a Shoreline Conditional Use Permit (SCUP) to install a structural steel sheet pile wall at the back of the existing levee slope, to act as a secondary levee, in three segments along the east bank of the Green River between South 200th Street and South 189th Street in Kent, Washington.' The SCUP request is part of a project to install a flood wall to act as a secondary levee to reduce i flood risk to the cities of Kent, Tukwila, and Renton (Briscoe-Desimone Levee Improvements Project). The flood wall is to be constructed in four segments, or reaches, along the east bank of the Green River. The northernmost segment, Reach 1, and a small portion of Reach 2 are located in Tukwila (Desimone). Separate shoreline permit requests will be submitted to the City of Tukwila for the portions of the project located in Tukwila. Reach 3, Reach 4, and a portion of Reach 2 is located in Kent (Briscoe). Exhibit 1, Staff Report, pages I to 3; Exhibit 2; Exhibit 3; Exhibit 4; Exhibit 14. 2. The City of Kent (City) determined the application was complete on February 22, 2013. The City posted notice of the application on the property on February 28, 2013, On March 1, 2013, the City published notice in the Kent Reporter and mailed notice to the Applicant, Applicant representative, interested parties, agencies, and owners of property within 300 feet of the property. On April 12, 2013, the City posted notice of the open record hearing associated with the application on the property, published notice in the Kent Reporter, and mailed notice to the Applicant, Applicant representative, interested parties, agencies, and owners of property within 300 feet of the subject property. Exhibit 1, Staff Report, page 6; Exhibit 4; Exhibit 3. The City of Kent (City) Shoreline Permit Application identifies the property as King County Parcel Nos. 02204-9047, 000020-0043, and 788880-0111. Exhibit 2. The City Mitigated Determination of Nonsignificance states the Kent portion of the project is identified as King County Parcel Nos. 0222049047, 0000200044, 0000200043, 7888800090, 7888800111, 7888800140, 7888800155, and 7888800210. Exhibit 15. Findings, Conclusions, and Decision City of Kent Nearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 j KIVA #RPP3-213061E Page 3 of 15 j , State Environmental Policy Act (SEPA) 3. The City acted as lead agency and analyzed the environmental impact of the entire Briscoe-Desimone Levee Improvements Project. The City determined that, with two conditions, the project would not have a probable significant adverse impact on the environment and issued a Mitigated Determination of Nonsignificance (MDNS) on April 9, 2013.2 The two MDNS conditions require the Applicant to evaluate the impacts to shallow groundwater movement through the flood wall and implement appropriate mitigation measures, should groundwater impacts be identified, and to finish the flood wall on the landward and waterward sides with aesthetic elements to enhance appearance and promote compatibility with surrounding uses. Measures to mitigate groundwater impacts could include, but are not limited to, staggering the lengths of the sheet piles to allow flow through or provide openings in the sheet piles to allow for groundwater movement through the wall. Erin George, City Senior Planner, testified that the MDNS was not appealed. Ms. George added that the project is at approximately 35 percent design now, and that the need for and design of groundwater mitigation would be worked out when the project is at an 80 to 100 percent design stage, The MDNS was not appealed. Exhibit 1, Staff Report, page 19; Exhibit 15; Testimony of Ms. George. I Comprehensive Plan and Zoning 4. The City Comprehensive Plan designates the property Industrial (I) and Open Space (OS). Kent Comprehensive Plan (Comprehensive Plan), Land Use Map, Figure 4.7 (revised May 4, 2006 Ord. No. 3794). Part of the Green River Trail (Trail) is located within the property designated OS. Exhibit 1, Staff Report, page 4. The"I" designation is an area for manufacturing and warehouse uses, with office and business park development, certain types of retail supporting manufacturing and office park uses, and bulk retail. Comprehensive Plan, Land Use Element, page 4-56. The `SOS" designation represents publicly owned land that is a large active park, undeveloped, or developed for passive recreation open space land that may have environmental sensitivity. Comprehensive Plan, Land Use Element, page 4- 57. z The City considered the comments from the Washington State Department of Ecology (DOE), dated April 1, 2013, and the Muckleshoot Indian Tribe Fisheries Division, dated April 1, 2013, In response to the Notice of Application and SEPA Environmental Checklist, and responded in letters dated April 4, 2013, and April 5, 2013, respectively. Erin George, City Senior Planner, testified that a wider vegetated buffer than proposed would not be possible without City acquisition of existing warehouse buildings along the river front at a cost of approximately $920 million. Ms. George testified that the City cannot afford that additional cost at this time. Exhibit 19; Exhibit 20; Exhibit 21; Exhibit 22; Testimony of Ms. George, Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee improvements - SCUP No, SMC-2013-1/KIVA #RPP3-2130618 Page 4 of 15 i i i 5. Comprehensive Plan Shoreline Element goals and policies3 are relevant to the proposal. Shoreline Element goals and policies call for: avoiding, or if not possible, minimizing, all significant adverse shoreline impacts; regulating development on shorelines within Shoreline Management Act (SMA) jurisdiction; using fish-friendly structures where structures are rebuilt, with levees and revetments set back to the maximum extent possible; and providing public pedestrian shoreline access for public safety, comfort, and minimal private property and individual privacy impacts. Shoreline Element goals and policies also call for enhancing and preserving public shoreline upland area views; maintaining and enhancing City parks, trails, and public access facilities adjacent to shorelines; enhancing vegetation within City shoreline areas; removing invasive or noxious weeds; avoiding significant ecological impacts that alter water quality, quantity, or hydrology; designing dikes and levees as part of a comprehensive flood hazard reduction program with environmental enhancement measures; maintaining, restoring, or enhancing watershed processes, and fish and wildlife habitat; contributing to Chinook salmon and other anadromous fish conservation and recovery; and improving the health of the Green River and its tributary streams. Comprehensive Plan, Shoreline Element, City Shoreline Master Program (SMP) September 2009, pages 30 to 32, 36, 37, 43, 47, 70, 133, and 135. 6. The property is located in the City's M1 (Industrial Park) and M2 (Limited Industrial) zoning districts. The purpose of the M1 district is to provide an environment exclusively for and conducive to the development and protection of a broad range of industrial, office, and business park activities, as designated in the Comprehensive Plan. The district is intended to provide areas for those that desire to conduct business and industrial activities in a location with an atmosphere of prestige, in which environmental activities are protected through a high level of development standards, and to allow certain limited commercial land uses that provide necessary personal and business services for the general industrial area. Kent City Code (KCC) 15.03.010. The purpose of the M2 district is to provide areas suitable for a broad range of industrial and warehouse/distribution activities. Non- industrial uses, particularly office and retail, are restricted in accord with the manufacturing/industrial center designation in the Comprehensive Plan. KCC 15,03,010. Exhibit 1, Staff Report, page 4. 7. Property in the area of the project is currently, used as a levee and Green River Trail, with existing trees and shrubs. The existing levee berm slopes from 50 to 80 percent grade. Two public-access points are located on the s As part of the comprehensive update of the Kent Shoreline Master Program (KSMP) in September 2009, Ordinance No. 3931 replaced Appendix C"1999 Kent Shoreline Master Program - Goals and Policies"with "Chapter 13, Shoreline Element" in the City's Comprehensive Plan. The Shoreline Element includes the goals and policies of the September 2009 SMP. Exhibit 1, Staff Report, page 9. Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements -SCUP No. SMC-2013-1/KIVA#RPP3-2130618 Page 5 of 15 i east bank of the Green River north of Reach 2; four are located south of Briscoe Park, within Reach 3; one is located south of Reach 3 and north of Reach 4 along the east bank of the Green River; and one is located within Reach 4 at approximately South 200 St. The project area is flat except for the existing levee berm. Property surrounding the project area is developed with office park uses, including warehouses, manufacturing, and light industrial uses, with surrounding parking. Exhibit 1, Staff Report, page 4; Exhibit 7; Exhibit 8; Exhibit 12. 8. Briscoe Park is located between Reach 2 and Reach 3 on the east bank of the Green River. Briscoe Park is located in the river bend, northwest of South 1901h Street, and contains trails, a portable restroom, and a picnic shelter. No levee work is proposed for Briscoe Park. Exhibit 1, Staff Report, page 5; Exhibit 7; Exhibit 12. Shoreline Management Act (SMA) 9. The State Shoreline Management Act (SMA) and the Kent Shoreline Master Program (KSMP) regulate activity within 200 feet of the ordinary high-water mark (OHWM) of shorelines of the state. RCW 90.58.030(2)(c); RCW 90.58.030(2)(f); RCW 90.58.040. The proposed Briscoe levee improvements would be located within 200 feet of the Green River, a shoreline of the state under Section 173-18-350 of the Washington Administrative Code (WAC) and a Shoreline of Statewide Significance under RCW 90.58.030(2)(e)(v). Any substantial development within the shoreline requires approval of a shoreline substantial development permit (SSDP). Substantial development is any development in which the total cost or fair market value exceeds $5,718.00, or any development that materially interferes with the normal public use of the water or shorelines of the state. RCW 90,58.030(3) (e). Exhibit 1, Staff Report, page 4; Exhibit 7. 10. One purpose of the SMA is to manage the shorelines of the state by planning and fostering reasonable and appropriate uses. The policy of the Act 1Xcontemplates protecting against adverse effects to the public health, the land and its vegetation and wildlife, and the waters of the state and their aquatic life." RCW 90.58.020, The Act mandates that local jurisdictions give preference to the following uses when developing shoreline master programs for shores of statewide significance: a. Recognize and protect the state-wide interest over local interest; b. Preserve the natural character of the shoreline; c. Result in long term over short term benefit; d. Protect the resources and ecology of the shoreline; e. Increase public access to publicly owned areas of the shorelines; Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements -SCUP No. SMC-2013-1/KIVA #RPP3-2130618 Page 6 of 15 i f. Increase recreational opportunities for the public in the shoreline; g. Provide for any other element as defined in RCW 90,58.100 deemed appropriate or necessary. RCW 90.58.020. Elements a. - f. are the same polices adopted by the KSMP for review of decisions involving Shorelines of State-Wide Significance. Chapter 3.C.8 i KSMP. 11. The KSMP establishes development policies and performance standards for major waterways and their shorelines extending 200 feet landward of the OHWM. The KSMP designates the project area as "High Intensity" except for the area where the Green River Trail is located, which is designated Urban Conservancy-Open Space, The purpose of the High Intensity environment is to provide for high-intensity, water-oriented commercial, transportation, and industrial uses while protecting existing ecological functions and restoring ecological functions in areas that have been previously degraded. A High Intensity designation is also used for appropriate lands that are either separated from the shoreline or are not suitable for water-oriented use. The purpose of the Urban Conservancy-Open Space environment is to "protect and `restore` . . . ecological functions in urban and developed settings, while allowing public access and a variety of park and recreation uses." Chapter 2.0 KSMP, pages 12-18; Exhibit 1, Staff Report, page 4. 12. The KMSP policies for the High Intensity environment give first priority to water-dependent uses, and second priority to water-related and water- enjoyment uses. Non-water uses may be allowed on shorelands separated from the shoreline by other properties, such as the Green River Trail corridor, and where public access improvements or shoreline restoration is included as part of the development. The KSMP policies for the Urban Conservancy-Open Space environment include giving priority to water-oriented recreational uses, implementing public access and public recreation objectives, and restoring ecological functions. Dikes and levees may be permitted within the High Intensity and Urban Conservancy-Open Space environment. Dikes and levees are authorized with a SCUP and must be consistent with the 2006 King County Flood Hazard Management Plan, as amended. Chapter2.0 KSMP, pages 12-18; chapter 4.B KSMP, page 50; chapter 4.C.7.c.6 KSMP, page 71. 13. The KSMP contains policies and regulations that apply to all uses in the shoreline, including Archaeological and Historic Resources (chapter 3.8.2 KSMP); Environmental Impacts (chapter 3.B.4 KSMP); Flood Hazard Reduction and River Corridor Management (chapter 3.13.5 KSMP); Public Access (chapter 3.6.7 KSMP); Shorelines of State-Wide Significance (chapter Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements- SCUP No. SMC-2013-1/KIVA #RPP3-2130618 Page 7 of 15 i i 3.13.8 KSMP); Vegetation Conservation (chapter 3.13.11 KSMP); and Water Quality and Quantity (chapter 3.13.12 KSMP. The KSMP policies for dikes and levees require consistency with a comprehensive flood hazard reduction program and environmental enhancement. Regulations include compliance with the Washington State Department of Fish and Wildlife Hydraulic Project Approval (HPA), federal levee criteria, and the minimum height required to protect adjacent lands (chapter 4.C.7 KSMP). The KSMP also contains policies to encourage recreational development, and regulations to ensure ecological restoration and public access (chapter 5.C.7 KSMP). KSMP (September 2009). Flood Control 14. The existing levee does not meet federal levee safety standards. The proposed flood wall would meet Federal Emergency Management Association (FEMA) accreditation standards. The wall would provide 500-year flood protection to properties behind the wall. When completed, properties behind the wall would no longer be located within the 100-year floodplain. Construction of the proposed flood wall is part of a larger effort by the City to obtain FEMA accreditation for the City levee system. The Applicant has submitted a completed Flood Zone Control Permit to the City, and would be required to comply with the City's flood hazard regulations set forth within chapter 14.09 KCC. The project is also designed to be consistent with the 2006 King County Flood Hazard Management Plan, including policies PROD-1, PROJ-5, PROJ-6, and PROJ-8. Exhibit 1, Staff Report, pages 12, 18 to 19, and 22 to 23. Water Quality 15. The Applicant would prepare a site-specific temporary erosion and sediment control (TESC) plan and Stormwater Pollution Prevention Plan (SWPPP), which would include best management practices. No in-water or over-water construction would occur, The project would comply with the City Surface Water Design Manual and City Construction Standards. The Applicant would obtain a National Pollutant Discharge Elimination System (NPDES) Construction Stormwater General Permit. Runoff from the located, paved Trail would infiltrate on-site, similar to existing conditions, and would not significantly increase flow levels. Exhibit 1, Staff Report, pages 4 and 19; Exhibit 16, Archeological Resources 16, Historical Research Associates, Inc., prepared a Cultural Resources I Assessment for the Briscoe-Desimone Levee, City of Kent Green River Levees Improvement Project, dated March 18, 2013, for the Applicant, The Assessment states there are no archaeological sites found or amended on the site, no human remains, no historic properties, and no traditional cultural Findings, Conclusions, and Decision City of Kent Nearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 J KIVA #RPP3-2130618 Page 8 of 15 III places (TCPs). The Applicant would stop construction should archaeological materials be discovered during project activities. Exhibit 18. Transportation and Public Access 17, The Green River Trail is used for biking and walking along the Green River. The portion of the Trail within the project area is 10 feet wide. Existing areas of trail located on top of the levee berm would be removed and a new, wider, paved trail would be constructed landward of its current location, adjacent to the new flood wall. During project construction, trail users would need to detour around the construction area. Trail users would be notified at least 2 weeks before construction closure. All public-access points would be maintained; stairways would be constructed where necessary. Hand rails would be placed on top of the new flood wall for pedestrian safety. There would be a maximum one-quarter mile distance between public access points. Exhibit 1, Staff Report, pages 5 and 12. 18. A parking lot serving Briscoe Park and the Green River Trail would be used as a construction staging area, and the lot would be closed during project construction. The parking lot is located south of Briscoe Park and adjacent to the S 190th Street cul-de-sac bulb. According to the City Parks Department, the impact of the parking lot closure would be minor because Briscoe Park is primarily used by trail pedestrians and cyclists, not recreationists arriving by car, and there is adequate parking within the adjacent business park for the 8 to 10 vehicles used by business park employees that typically park in the lot each day. The level of the parking lot would be raised to match the level of the Trail to allow for trail and park access after new flood wall construction. Access would include ADA access and maintenance access. Exhibit 1, Staff Report, pages 5 and 21. 19. The new flood wall would appear 8 to 13 feet tall when viewed from adjacent businesses. The flood wall would extend approximately 3 feet above the surface of the relocated Trail, and the handrail would extend approximately 1.5 feet from the top of the flood wall. Exhibit 1, Staff Report, page 21; Exhibit 7. 20. The Kent Bicycle Advisory Board (KBAB) submitted comments expressing concern about the impact of proposed levee improvements to the walking and bicycling public. The KBAB recommended keeping a generous number of access points to the Trail for pedestrians, bicyclists, emergency vehicles, and maintenance vehicles; an eight-foot radius on the inside of any corner for bicyclists at at-grade trail access points; a 12-foot-wide trail; ramps to roll a bicycle to and from the Trail; lighting over the parking lot and trail access point; identified and signed detour routes; and an open driveway on the north side of South 196th Street as a detour until the south-side, Three Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements -SCUP No. SMC-2013-1/KIVA #RPP3-2130618 Page 9 of 15 I i Friend Fishing Hole Road route is open. The KBAB listed recommendations for each access point, Access Points A through P. Exhibit 28. 21. Melvin Roberts, KBAB, testified that the Trail should be 12 to 14 feet wide to accommodate trail users. Mr. Roberts added that channels should be added where needed on access stairways to roll bicycles up from and down to the Trail, Testimony of Mr. Roberts. 22. The City responded to the KBAB comments in a memorandum dated April 24, 2013, that the proposed project design meets KBAB recommendations. The proposed radius would exceed 8 feet and the relocated Trail would range from 12 to 14 feet wide. The City would consider a ramp along stairways for bicycle loading. The Three Friends Fishing Hole Park Road would open in summer 2013, with construction on the north side of 200th Street beginning in October 2013. The 190th Street parking lot would be raised to provide ride-on bicycle access to the Trail. The City Parks Department does not recommend installing lighting because lighting a remote area would encourage un-sanctioned activity after dark. .The City notes that adjacent businesses would be empty in the evening, and surveillance opportunities would not exist. The memorandum listed detailed plans for each access point, Access Points A through P. Exhibit 27. 23. The west portion of the Stress-Tek parking lot and the south portion of the Rivers Edge Business Park may also be used as construction staging areas. Two of three Rivers Edge Business Park buildings are vacant and are owned by the King County Flood Control District. The City would work directly with the Stress-Tek owner and the owner of the remaining Rivers Edge Business Park business to minimize impact on business operation. A King County Special Use Permit may be required for staging use. Exhibit 1, Staff Report, pages 21 to 22. Landscaping and Habitat Improvements 24. The existing levee's steep walls are covered by invasive plants. A sloped floodplain bench would be constructed in the Briscoe project area in place of the existing levee. The bench would be constructed by excavating the existing levee slope, beginning at the OHWM and sloping upward to the new flood wall, with backfill placed against the wall. The sloped floodplain bench would be inundated for approximately 40 days during the primary juvenile salmonid outmigration period from January through June. The sloped floodplain bench would improve habitat over the current levee condition. Excavation of the proposed benches would also increase flood storage by approximately 40,000 cubic yards. Ms. George testified that the City would coordinate proposed construction with the Muckleshoot Indian Tribe to ensure tribal fishing rights are preserved. Ms, George added that the City will coordinate with owners of property adjacent to the proposed construction Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1/KIVA #RPP3-2130618 Page 10 of 15 i when plans near the 100 percent design stage, and that City design and construction standards require clean fill be used for the project. Exhibit 1, Staff Report, page 18; Exhibit 9; Exhibit 10; Testimony of Ms. George. 25. Views of the river from adjacent businesses would be impacted by construction of the proposed flood wall. Landscaping would provide view corridors through the vegetation for trail users. All planting zones would be densely covered with shrubs for habitat, but low- and medium-density planting zones will contain trees spaced to provide sightlines. Trees removed as part of construction would be replaced by a greater number of native trees and shrubs, which would provide bird and mammal nesting, and rearing habitat. Trees and shrubs would be planted on the waterward side of the existing levee berm. As trees and shrubs grow, shade, woody debris, insect drop and leaf litter would increase to the benefit of fish in the river. The trees planted in this location would not be subject to diameter or height restrictions. Ms. George testified to correspondence with Larry Fisher, Washington Department of Fish and Wildlife (WDFW), that the proposed landscaping would improve habitat. Ms. George added that there is a minimum 1:1 tree removal and replacement ratio required. Exhibit 1, Staff Report, pages 12, 18, and 22; Exhibit 9; Exhibit 10; Exhibit 11; Testimony of Ms. George. 26. Ongoing City habitat improvement projects exist at Riverview Park, the Leber Property, and the Downey Farmstead. These projects will add over 3,000 linear feet of new channel and floodplain habitat in the Green River, particularly for salmon. Exhibit 1, Staff Report, page 23. Hearing Testimony and Comments 27. In an email dated March 23, 2013, John Neller expressed concern that a minimum two-week notice of trail closures be provided for trail users. Ms. George responded for the City that a proposed condition of approval would require at least two weeks' notice, Mr. Neller testified that he uses the Trail for bicycle commuting, and that providing notice more than two weeks in advance would provide helpful notice to bicycle commuters. Mr. Neller also requested that the City provide satisfactory detour routes to bicyclists during construction, where bicyclists would be comfortable riding and where traffic light operation is favorable to bicyclist road crossings. Exhibit 24; Testimony of Ms. George; Testimony of Mr. Neller. 28. Ken Langholz, City Public Works Department, testified that proposed improvements would be constructed over the course of one year and that the first construction would occur within Reach 3. Mr. Langholz testified that there is a public-access point at the levee within that reach and that the City would work with the necessary property owner to ensure a public-access Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements -SCUP No. SMC-2013-1/KIVA #RPP3-2130618 Page 11 of 15 it point within Reach 2. Mr. Langholz added that he would speak with the City traffic department about traffic signal operation, Testimony of Mr. Langholz 29. Ms. George testified that, with four proposed conditions of approval, ! proposed improvements meet SCUP review criteria, are consistent with the City Comprehensive Plan, and comply with the KSMP. Ms. George testified that City staff recommends approval of the SCUP request. Testimony of Ms. George. CONCLUSIONS Jurisdiction The Hearing Examiner has jurisdiction to hear and decide this application pursuant to authority granted by the legislature to the City in chapter 35A.63 of the Revised Code of Washington and authority granted by the City of Kent in chapter 2.32 of the Kent City Code (KCC). KCC2.32,090,A.1.f, Criteria for Review The criteria for a shoreline conditional use permit are set forth in chapter 7.C. of the Kent Shoreline Master Program (September 2009). The Hearing Examiner may approve a shoreline conditional use permit if the proponent satisfies the following criteria set forth in WAC 173-27-160, as summarized: 1. The proposed use will be consistent with the policies of RCW 90.58.020 and the policies of the Kent Shoreline Master Program. 2. The proposed use will not interfere with the normal public use of public shorelines, 3. The proposed use of the site and design of the project will be compatible with other permitted uses within the area. 4. The proposed use will cause no unreasonable adverse effects to the shoreline environment designation in which it is to be located. 5. The public interest suffers no substantial detrimental effect. Consideration shall be given to the cumulative impacts of additional requests for like actions in the area. WAC 173-27-160; chapter 7.0 KSMP. Special conditions may be necessary to prevent undesirable effects of the proposed use. Chapter 7.C.l.a. of the KSMP grants authority to the Hearing Examiner to attach such conditions to a shoreline conditional use permit. The criteria for review adopted by the Kent City Council are designed to implement the requirement of chapter 36.70E RCW to enact the Growth Management Act. In particular, RCW 36.706.040 mandates that local jurisdictions review proposed development to ensure consistency with City development regulations, considering Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements -SCUP No. SMC-2013-1/KIVA #RPP3-213061E Page 12 of 15 I the type of land use, the level of development, infrastructure, and the characteristics of development. RCW 36.70B.040. Conclusions Based on Findings 1. With conditions, the proposed use would be consistent with the policies of RCW 90.58.020 and the policies of the (Cent Shoreline Master program. The proposed use recognizes the state interest in flood protection and would result in long-term benefits from flooding. The proposed levee project would be consistent with SMA goals to protect the character of the shoreline area, its resources, and its ecology. Levees are allowed as conditional uses within the High Intensity and Urban Conservancy-Open Space shoreline environment. The proposed project would reduce flood hazards in the area consistent with the 2006 King County Flood Hazard Management Plan. No archaeological sites have been identified in the project area. The proposed setback levee would protect upland property. The City provided adequate notice and opportunity to comment on the proposed project and provided an open record hearing. The City carried out environmental review under the State Environmental Policy Act and issued a Mitigated Determination of Nonsignificance (MDNS). The City's MDNS was not appealed. Conditions are necessary to ensure that Green River Trail users are provided with at least two weeks advance notice of trail closures that proposed construction will not interfere with any tribal fishing and river access, and that any trees removed from the site are replaced with native species at a minimum 1:1 removal to replacement ratio. Findings 1-29. 2. With conditions, the proposed use would not interfere with the normal public use of public shorelines. The proposed setback levee would be located behind the existing Green River levee. As with any new construction, there would be temporary impacts to the shoreline environment in completing the project, filling for the levee, and finishing the flood wall Briscoe Park would not be impacted by construction. The Green River Trail would be relocated along the water side of the new flood wall. Trail detour routes would be provided during construction. Some parking areas would be temporarily closed and used as construction staging areas. The City would obtain any necessary permits and would coordinate with property owners to minimize any disruption. Adequate parking is available within the adjacent business park area. After construction, landscaping would provide views to the river from the Trail. Conditions are necessary to ensure that trail users are provided with at least two weeks' notice of upcoming trail closures due to construction and that proposed construction will not interfere with any tribal fishing and river access. Findings 1, 3 - 29. Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1/KIVA #RPP3-2130616 Page 13 of 15 3. With conditions, the proposed use of the site and the design of the project would be compatible with other permitted uses within the area. The project area is located within the Industrial Park (M1) and Limited Industrial (M2) zoning districts, which provide for a broad range of industrial, office, and business park activities where environmental activities are protected through development standards. The proposed project would provide 500-year flood protection to surrounding property. The proposed use and project design would maintain the Green River Trail. Conditions are necessary to ensure at least two weeks' notice of upcoming trail closures and no interference with tribal fishing and river access. Findings 1, 3-29. 4. With conditions, the proposed use would cause no unreasonable adverse effects to the shoreline environment designation in which it is to be located. The KSMP designates the area as High Intensity and Urban Conservancy-Open Space, The City issued a MDNS with two conditions after reviewing the environmental impact of the proposal and determining that the proposed development would not have a probable significant adverse impact on the environment. Proposed construction would improve fish and wildlife habitat. The proposed use would continue recreational opportunities for the public along the existing Green River levee and within Briscoe Park. No additional impervious surface would result from the levee construction. Conditions are necessary to ensure that trees removed within the shoreline area would be replaced with native species. Conditions are necessary to ensure at least two weeks' notice of upcoming j trail closures and no interference with tribal fishing and river access. Findings 1, 3-29. S. With conditions, the public interest would suffer no substantial detrimental effects from the proposed project. The proposed project would provide 500-year flood protection to existing properties. The proposed project would continue recreational opportunities for the public along the existing Green River levee and within Briscoe Park. No additional levees are proposed for this area. Conditions are also necessary to ensure at least two weeks' notice of upcoming trail closures and no interference with tribal fishing and river access. Findings 1, 3-29. DECISION Based upon the preceding Findings and Conclusions, the request for a Shoreline Conditional Use Permit to install a structural steel sheet pile wall at the back of the existing levee slope, to act as a secondary levee, in three segments along the east bank of the Green River between South 200th Street and South 189th Street in Kent, Washington, is APPROVED, subject to the following conditions:4 4 This decision includes conditions required to reduce project impacts as well as conditions required to meet City code standards. Findings, Conclusions, and Decision City of Kent Nearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1/KIVA #RPP3-2130618 Page 14 of 15 1. Construction pursuant to this Shoreline Conditional Use Permit shall not begin and is not authorized until twenty-one days from the date the Department of Ecology's final order on the permit is transmitted to the City. 2. Notification for Green River Trail users shall be provided on-site and on the City's website a minimum of 2 weeks prior to closure of the Trail. 3. To ensure that the proposed construction will not interfere with any tribal fishing and river access, the City shall coordinate with the Muckleshoot Indian Tribe Fisheries Division a minimum of 30 days prior to construction. 4. Removed trees shall be replaced at a minimum 1:1 ratio and replacement trees shall be native species. Any proposed revisions to the planting plan shall be submitted to review and approval by Planning Services. DATED this Bch day of May 2013. KIMBERLY A. ALLEN Hearing Examiner Sound Law Center I i i I Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1/KIVA #RPP3-2130618 Page 15 of 15 Facilities Management Division Real Estate Serriccs Section King County Admiutstration Building 500 Fourth Avenue ADM-ES-0830 Seattle,WA 98104 King County y Permits 206-296-7456,FAX 206-296-0796 i '.. SPECIAL USE PERMIT Use of County Owned Property PERMIT NUMBER:SUPS 13.0032 DATE:11/06/2013 ERMIfEE: City of Kent-Kett Lenghola 20 4th Ave.S. <ent,WA 98032 DAY PHONE:(253)856-5516 OTHER PHONE: FAX: PURPOSE: o rare as temporary access&staging&the removal of 36 trees. I LEGAL DESCRIPTION: Primary 114 Sec Twp Rge Account No Kroll Page BE 35 23 04 7888800100 606 B Legal Description: PIN 788880-0100 Briscoe Levee Setback Within the boundaries of the above referenced parcel. EXPIRATION: This permit shell not be valid for more than 15 Months and expires on the 31 day of December,2014. ',...... Administrative Fee(Now or Renewal) $500.00 Bond/Insurance Amount $1,000,00ull i PERMPTTEE MUST NOTIFY TOM BEAN DNRP-WATER AND LAND RESOURCES AT:206-477-4638 AT LEAST 72 HOURS PRIOR TO PERFORMINGANY WORK AND IMMEDIATELY UPON COMPLETION Issued By: �{'o'{fOe't j•Al fly` Phone: By this permit King County authorizes the me of the above described property: ® A p / r ustodial Approval: Signature on l file Date: r %'�j'`fi`=�•`j' �i I Real Estate Services Approval: 'Er"'-' Lr .y"""- Date: r:f' .` tij e, The Permittee agrees to comply with the terms and conditions contained herein. SEE REVERSE SIDE FOR TERMS AND CONDITON3. ignature ofPermince; Signature E,610 ill Date: f�f'rG�:•r�t�fj NOTE:Permit not valid without all necessary signatures and expiration date. King County Code 1430 I I i AAP�nE9-0003 Primed Om 11/6/2013 Page 144 - #' fitlili DNA u g (Drvtyoa '.. ,. . � Dst Da7Srvk S ho„ - . YwgCo:A:ty AdaZvzvzB DuAdin3 I smr ib AwounnAA?€"e9a3a - ,+. r; 5eanizrlP-596kP4 " ,�`�«��sPiUY4"]A•mdh?1f4896-3A54 EAXfAS�96�395' ' .SP$GT�LL6LP ' - 4sa oFCwsty Ow.ed Pr.ropperty I ERm1TtOrvIBER:5UP513-0t131 .. DAT5:i?!06/!PI! .. - ryo{,Kent YmLan00 Di2Y4SLT - a9t.epw.zyaacess&+mc ascLeromoyN o¢'sb areas. . F,$CALAFSCittPTION''rvdmsy I(4' a o 1,tip R& A.ccoaiitNa KApi, SE 35 }3, 04 7488001Q0 446E 4a9a1Ae8w�p.wr Plk?8a890 O1U0 d?s�¢(avdaS6ltiock , : ',: -.. . . .4YUfilalha bmhiddt'iei e?;trd�rn Meei:sed➢ a .,.,.. . .Y}itiTYONr :., -1'bis pcmitshbii'not 63veidufitnaiet3_v?15fd6n9tl;evde�yuea 6n Ne37 dsX.of' - Adudniiixnti Dv-(.New wDco.erva3} -$SAOAO DondlJn upm i[mpilpt .:'. $49W,UW.6o - F.}t):.dt.'l'L'a6,MUST NOTDI;:TQI{IIII..NlJiv'7tR-WATFRAND LAM RESOVRM AT K6:hJ214638AT LEA$j 71Yi ma PfttQ1C'iJPL(L ORMIhv LI'Y W02K,A.ND Ad:NEDiq.'IELY tiPON COMPLHT,(QN i i 'ssaci IIY� flMAe: .. � pihi9Pamffi K;aB Croat aystwnxos tae umo ea.iaP�uSeaprop�rty� ' ... 'eaS Eszhie Servixs AppmvaL Da<t;' T6eFefmi#ee aPeEia epmyTY"sA'Ft thB tt[msand covdldmsconF.We3LevC1n, &E&D%VEII3S S11:);POH1Ti.RA1S A:'0>CO.IDYTi14S. // - . gnaturoo#,j'ecwikee: LrfyG4� .:::.. Data: .:1{'b""� WOO remit actvalid ai?hoot eltnemm slpn wes,ondn+.pimlmad . ICL�g CconGy Colo 15.30 i M0.R£aeN artr°tmauraa:e eeeeser; { 1. PERMITREVOCATION-'Phis Permit is revocable at any time by Bing County. The riglato revoke is expressly reserved to King County, 2. WDEMNITY AND HOLD HARMLESS-The Permittee agrees to indemnify and hold harmless King County as provided herein to the maximum extent possible under law. Accordingly,the Pennittee agrees for itself,its successors and assigns to defend,indemnify,and hold harmless King County,its appointed and elected officials,and employees from and against liability for all claims,demands,suits,and Judgments including costs of defense thereof for injury to persons,death,or property damage which is caused by,arises out of,or is incidental to Pen nines's exercise of rights and privileges granted by this Permit. The Perrnume's obligation under this section shall Include a) hndemnification for such clauns whether or not they arise from the sole negligence of either the County or the Permitter,the cannot rent negligence of both parties,or the: _ negligence of one or more third parties, b)The duty to promptly accept tender of defense and provide defense to the County '.,. at the Penni tee's own expense. a)Itchu mi$catlon of claims made by the Permitter's own employees or agents. d)Waiver of the Permittec's immunity under the industrial Insurance provisions of Title 51 RCW,which waiver has been munrally '.,. negotiated by the parties, '.... In the evert it is necessary for the County to incur attorney's fees,legal expenses,or other costs to enforce the provisions of this section,all such fees,expenses,and costs shall be recoverable from the Permittee. '.. In the event it is determined that RCW 4.24.115 applies to this agreement,the Permrittee agrees to defend,hold harmless, and indemnify King County to the maximum extent permitted thereunder,and'specifically for its negligence concurrent with that of King County to the full extent of Perninneh negligence. Permittee agrees to defend,indemnify,and hold brainless the 1 County for claims by Pennittee's employees and agrees to waiver of its immunity under Title 51 RCW,which waiver has been mutually negotiated by the parties, - 3. ANTI DISCRIMINATION-In all hiring or employment made possible or resulting from this Permit,there shall be no discrimination against any employee or applicant for employment because of race,color,ancestry,religion,national origin, age,sex,sexual orlentation,marital status,or the presence of any sensory,marital or physical handicap in an otherwise '..... qualified handicapped person unless based upon a bona fide occupational qualification,and this requirement shall apply to but not be limited to the fallowing employment,advertising,Say-off or termination,rates of pay or other forms of compensation, and selection for training including anpreathcoship. No person shall be denied,or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from this Permit on the grounds of race,color,ancestry, religion,national origin,age(exceptermirmm age and retirement provisions),sox,sexual orientation,marital status,parental status,the presence of any sensory,mental or physical handicap,or the use of a trained guide-dog by a blind or deaf person. Any violation ofthis provision shall be considered aviolation of a material provision of this Permit and shall be grounds for cancellation,termination or suspension in whole or in part of tiro Permit by the County,and may result in ineligibility for further County permits. 4.+ NON-EXCLUSIVE RIGHT-Tlnis Permit shall not be,deuced or eoratrued to be an exclusive right. It does sim prohibit the County from granting any other permits to other public or private entities,nor shall itpreventthe County from using any public place for any and all public use or affect its jurisdiction over any part of them. 5, ASSESSMENTS-Permittee shall be required to pay any general or special assessments incurred by King Comity which are directly attributable to or arising from any action%,occupancy,or usage authorized herein. 6. TERMINATION-'The Permittee may terminate the Permit by written notice to the Manager of Real Estate Services ' Section, Uponrevocation,termination,or ab mdomnent,the Pennittee shall remove at his expense all facilities placed on said property by the Pennlnec,and restore the premises to a condition which is equivalent in all respects to the condition existing prior to installation ofthe facilities,or to a conditmandalch is satisfactory to the County. If the Pennittee has not accomplished removal mid restoration at the and of a ninety-day period following the effective date of revocation,termination, expiration,or abandonment,the County may accomplish all of the necessary work and charge all of the costs to the Permittee. 7. RESTORATION-After completion of work authorized by this Permit,the Pennittee shall restore the property to a condition which is equivalent in all respects to the condition of the property prior to starting work,or a condition satisfactory to King County. If the Pormittee delays the restoration beyond expiration of the Permit,the County may accomplish all the '..... necessary work and charge all the costs to the Pennittoo. S. REPAIRING DAMAGE BY PERMITTER-In the event that carnage of any kind is caused by the Permittee in the course of performing work authorized by this Permit,Permittee will repair said damage at its sate cost arm expense. Repair work shall begin without defy and continue without interruption until completed. If damage is extensive,the time allowed for repair will be prescribed by the County agentt if the County determines it is necessary,the County may accomplish the work and charge all the costs to the Permittee. 9. ARATEWNT OF UNSAFE CONDITIONS-The County representative may at any dine,do,order,or have done all work considered necessary to restore to a safe condition any area described in Permit left by the Permittee in a condition dangerous to life or o I'h'e Pennittee shall pay,upon demand,to the County all costs of such wort materials,etc. ` � property. P'Y P tY 4 Nothing hi this section shall relieve the Pennittee of duties under Terms and Conditions No.2 above. i AAF-RES4003 Nasal On:111612013 Pega 2 of 4 �',.. 10. RIGHTS RESERVED TO COUNTY-CONFORMANCE AND PAYMENT OR COST REQUIRED-The Comity reserves the right to use,occupy,and enjoy its property far such purposes as 4 shall desire including,but not limited to, , constructing or installing structures and facilities on the property,or developing,improving repairing or altering the property. The Parmittce,upon written notice,will at its own cost and expense remove,repair,relocate,change or reoonstruct its installations to conform with the plans of work contemplated at ordered by the County according to a time schedule contained in the written Notice, 11. NOTICE-Perinittce agrees to obtain information from other in operators regarding the location and current stows of their installations before starting work. Propety.own rs adjoining,or in proxmilty to,the project as described herein shall be notified by Permittee when such property is exposed to the possibility of injury or damage through performance of work mr the project authorized by this Permit. Pennitme shall matte all advance arrangements necessary to protect such property or utility from injury or damage. 12. OTHER APPLICABLE LAWS-Issuance of this Permit does not in any way relieve the Pemuttee from complying with any other applicable laws in performing the work subject to ibis Permit. 13, RID-ENTRY-Aber completion o£work authorized by this Permit,if the Permitter,desires to re-enter upon the property described herein for any reconstruction,notice shall be provided in advance to King County together with the plans end specifications for the work proposed,and shall not be permitted without the Cocaty's consent. 14. TITLE-This Permit gnats only the right to use King County's interest iu the herein describiol property,and the greniing of this Permit is not a warranty that good tale to any specific property is vested In King Comity. 15 SPECIAL TERr19S kNQ CONDITIONS: a The permittee will restrict all use and improvements to the project described in the proposal. _ is The per iftee will be responsible to secure and provide proof of all necessary permits prior to the use of the area, i e If at any time the use of the area creates a condition which could pose a danger to the public,the pennittee will be '.. responsible for posting temporary signage,using barricades or taking other appropriate cosmetics to facilitate continued safe use of the area. it Penalties shall be solely responsible for securing all equipment and materials left on site during overnight hours. Construction equipment left on site during overnight hours must be secured. e The permittee understands that no father worts,use,improvements or alterations shall be made without that obtaining anew Special Use Permit or being made an addendum to this existing permit. f The permitter,shall bo solely responsible for the replacement and/or repair pf any subsurface or surface utilities damaged aidlor destroyed as a result of any work anorized by this permit g Poredittee shall be solely responsible for the repair of any and all damages to King County property one,or related, to the authorized work,at Permtttee's sole expense. h The pennittee shall call(800)424-5555 for underground utility locations prior to any work. i This penult hereby incorporates by reference the Agreement for Levee Construction,Operation and Maintenance entered.on June 6,2013,between the City of Kent and the King County Flood Control Zone District, AQ activity authorized by this permit is conditioned by the terms of the Agreement. j The pcnmlttec shall be solely responsible for the removal and proper disposal of all wood mid other dobris. k The permitme shall restare the area to its original or better condi6an upon completion of the permitted work. 1 Landscaping crews and others will tend the site as appropriate. They are to have ready access to all buildings, landscaping,and site utilities at all times. in This hermit does not allow use or obstruction of parking near the occupied building(Building 3)at the with end i ofthe site. Specifically,the four northernmost on-site parking stalls south ofthe north entry and all on-site parking areas north and west of those stalls are to be unobstructed at all times and available for use by others, n 'lints permit does not allow use or obstruction of the buildings on site. Ali waRavays and building entrances are to be usable at all times. o Leg Comity reserves the right to set additional terms as unforeseen conditions may warrant. MF-RES-0003 Printed On:l l iMU13 Peg.3 of 4 15n./NSURANCE: - 1. Min hnum Scone and Limits of Insurance-Minlmunt Scope and Limits of Insurance - Coverage shall be at least as broad as: General Liability: I'..., Insurance Services Office form number CG 0001(Ed.11-53)covering COMMERCIAL GENERAL LTABTLTIY.The pemnittee shall maintain limits no less than$1,000,000 combined single limit per occurrence for bodily injury, '.... personal injury and property damage. . AUTOMOBILE LIABILII'T; Insurance Services Office form number(CA 00 01 Ed.12-90 or its equivalent) covering BUSINESS AUTO COVERAGE,symbol 1"any auto",or the combination of symbols 2,8 and 9. Limits shall be no less than$1,000,000,Combined Single Limit Bodily Injury and Property Damage. WORKERS COMPENSATION: 'Workers Compensation coverage,as required by the Industrial insurance Act of the ! State of Washington; EMPT,OYF,RS T,TABILITY ar"Stop-Gap": The protection by the Workers Compensation policy Part 2(Fmployers Liability)or,in states with monopolistic state funds,the protection provided by the"Stop-Gap"endorsement to the General Liability policy. Limits shall been lessthan$1,000,000. - 2. Deductibles and Self-Tusured Retentions-The deductible,and/or self-insuredreterinoil of the policies shall not limit or apply to the permittee's liability to tho County and shall be the sole responsibility of the permittee. 3. Other Insurance Provisions-rho insurance policies required in this permit are to contain,or be endorsed to contain the following provisions III to All Liability policies except Workers Compensation; 1,The County,its officers,officials,employees and agents are to be coveted as insured as respects liability arising out of activities performed by or on behalf of the permittee in comtection with this permit. 2. Insurance coverage shall be primary insurance as respects the County,its officers,officials,employees and - '...... agents, Any insurance and/or self-insurance maintained by the County,its officers,officials,ela ployces or agents, j should not contribute with the permittersk Insurance or benefit the penuittae In may way. f 3. The permittee's licuum ce shall apply separately to each insured age!=whom a claim is made sand/or lawsuit is brought,except with respectto the limits of the insurer's liability. b. All Policies: Coverage shall not be suspended,voided,cancelled,reduced in coverage or in limits prior to the expiration date of this special use permit,unless forty-five(45)days prior notice,retain receipt requested,has been given to the County. 4. Aecentabilita of Insurers-Unless otherwise approved by the County,insurance is to be placed with insurers with a Bests'rating of no less that A:VEL or,if not rated with Bests',with minimum surpluses the equivalent ofBesls' surplus size Vlll. 5. Verification of Coverage-'lhe permittee shall furnish the Ifing County Real Property Division with certificates of !, insurance and endorsements required by this permit.The County reserves the rightto require complete,certified copies of all required Insurance policies at any time. 6. Municipal or State Agenev Provision-If the Portables is a Municipal Corporation or an agency of the State of Washington tied is self-insured for any affect above insurance requirements,a certification ofact t=insurance shall be attached hereto and be incorporated by reference and shall constitute compliance with this section. i 1 ' i MFFRES-0003 Pdnted On;11 I012013 Page 4 of 4 i I zN Y2 Ji; � 9 f ! A=r I qq I i MIT Of WASHiN ,"s ON Pt3Box 47609 01yt,tpia,stlra 38504�iCUG 360_1 t+/ f-6try? i I 711 for bHasdtmngfon Relay Set n,c Persons wrrt a s p cl n._.bRifj can .a,/;;/7 >03.r- +• '�" May 20,2013 j li i 'i Paul Kuehne City ofKent 220 4"Avenue South Kent,WA 98032 RE: Coverage under the Construction Stormwater General Permit i i I Permit number: SVAR-126981 Site Name: Briscoe-Desimone Levee Improvements Location: Right bank of Green River @ S.200"'St/S. 100`t'St Dent,WA 'County: King Disturbed Acres: 9 Dear Mr. Kuehn: The Washington State Department of Ecology(Ecology)received your Notice of Intent for coverage under Ecology's Construction Stormwater General Permit(permit). This is your permit coverage letter. Your permit coverage is effective on May 20,2013. Please retain this permit coverage j letter with your permit(enclosed),stormwater pollution prevention plan(SWPPP),and site log book. These materials are the official record of permit coverage for your site. j Please take time to read the entire permit and contact Ecology if you have any questions. Appeal Process You have a right to appeal coverage under the general permit to the Pollution Control Hearing Board (PCHB)within 30 days of the date of receipt of this letter. This appeal is limited to the general permit's applicability or non-applicability to a specific discharger. The appeal process is governed by chapter 43.21B RCW and chapter 371-08 WAC. "Date of receipt"is defined in RCW 43.21B.001(2). j i II i1 , I ' vm. I i Of SIATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office-3190 160th Ave SE, Bellevue,WA 98008-5452 -425-649 7000 711 for Washington Relay Service Persons with a speech disability can call 677-8.33,6341 September 11, 2014 City of Kent Public Works Dept. Attn:Kelly Casteed 400 West 0owe Kent, WA 98032 Re: City of Tukwila Pernift 1,140030 and L14-0031 City Of Kent Public, Works DepartaFeut-Applicant SIMULTANEOUS FILING OF Approved Shoreline Substantial Development Permit(SDP)#2014-NW-2473 Approved Variance Permit(VAR)42014-NW-287 Dear Ms. Casteel: On August 26, 2014,the Department of Ecology received the City of Tukwila decisions on your permits to repair two sections of levees along the Green River, by resloping and installation of sheet pile flood walls. The project also includes trail construction of native plant restoration. Your approved SDP, and VAR have been filed with Ecology. By law,Ecology must review Substantial Development,Conditional Use, and Variance Permits for compliance With: ® The Shoreline Management Act(Chapter 90.58 RCW) • Ecology's Substantial Development Permit approval criteria(Chapter 173-27-150 WAQ) ® Ecology's Variance Permit approval criteria (Chapter 173-27-170 WAC) ® The City of Tukwila Local Shoreline Master Program Local governments, after rev iewing SI)Ps for compliance, are required to submit them to Ecology. Your approved SDP has been received by Ecology. After reviewing the Variance Permit for compliance,Ecology must decide whether to approve, approve with conditions, or disapprove theft Our Decision on your Variance Permit: Ecology approves your Variance Permit,provided your project complies with the conditions required by City of Tukwila, and the following Ecology conditions: 1. The applicant hereby authorizes Ecology staff and their designees to have access to the subject property for the purposes of compliance inspection and monitoring. Such right of I i City OF Kent Public Works Dept. September 11, 2014 Page 2 of 2 access shall begin from the date of the receipt of this letter, during construction,and extend for a period of ten years following project completion. Ecology staff must provide reasonable verbal notice to the applicant or their designee prior to coming onto the site. Please note, however;that other federal,state, and local permits may be required in addition to these shoreline permits. What Happens Next? Before you begin activities authorized by this permit,the law requires you wait at least 21 days from September 11, 201.4,the "date of filing." This waiting period allows anyone(including you)who disagrees with any aspect of this permit to appeal the decision to the state Shorelines Hearings Board, You must wait for the conclusion of an appeal before you can begin the activities authorized by this permit. The Shorelines Hearings Board will notify you by letter if they receive an appeal. We recommend that you contact the Shorelines Hearings Board before you begin permit activities to ensure that no appeal has been received. They can be reached at(360)664-9160 or http://www,eho.wa.gov/. If van want to appeal this decision,you can find appeal instructions(Chapter 461-08 WAC)at the Shorelines.Hearings Board website above, They are also posted on the website of the Washington State Legislature at:http://apps.leg.wa.gov/wac/. If you have any questions about this letter,please contact David Pater at(425)649-4253. Sincerely, Erik Stockdale, Section Malinger Shorelands and Environmental Assistance Program cc: Carol Lumb, City of Tukwila Community Development Department I I 1 I i i i, Ili Issuance Date: December 1,2010 Effective Date: January 1,2011 Expiration Date: December 31, 2015 i CONSTRUCTION STORMWATER GENERAL PERMIT National Pollutant Discharge Elimination System (NPDES)and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction Activity State of Washington Department of Ecology Olympia,Washington 98504 III 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. i eXk�Susewind,P.E.,P.G. Water Quality Program Manager Washington State Department of Ecology i TABLE OF CONTENTS LISTOF TABLES..... .................... ............................ ........................................ ........................ 3 SPECIAL CONDITIONS................................................................................................. ............. 5 SLPERMIT COVERAGE.................. ........-.................................................................5 S2. APPLICATION REQUIREMENTS ............... ...................................................................8 S3. COMPLIANCE WITH STANDARDS.......................................................... ..............I I S4. MONITORING REQUIREMENTS......................................... ................ ........ ...12 S5. REPORTING AND RECORDKEEPING REQUIREMENTS .........................................19 S6. PERMIT FEES...................... .............................. ..................—............................22 ST SOLID AND LIQUID WASTE DISPOSAL ......................................................... ......22 S8. DISCHARGES TO 303(D)OR TMDL WATER BODIES..............................................22 S9. STORMWATER POLLUTION PREVENTION PLAN...................................................26 SIO. NOTICE OF TERMINATION....................................... .............................. ........ ..........34 GENERAL CONDITIONS ...................--................................................................. ........... 36 G1. DISCHARGE VIOLATIONS ................ .......... ........................ ......................................36 G2. SIGNATORY REQUIREMENTS...... .......................................................... ....36 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 STATUTES.............................................38 G8. DUTY TO REAPPLY... ............................... .................................................. ................38 G9. TRANSFER OF GENERAL PERMIT COVERAGE.......................................................39 GIO. REMOVED SUBSTANCES.............................................................................................39 GI 1. DUTY TO PROVIDE INFORMATION...........................................................................39 G12. OTHER REQUIREMENTS OF 40 CIR......--..................................................... ...........39 G13. ADDITIONAL MONITORING............................... ...................................................—.39 G14. PENALTIES FOR VIOLATING PERMIT CONDITIONS .............................................40 G15. UPSET............................... ..................... ............... ....................................-.............40 ConstructionSformwater General Permit—December 1, 2010 Page 2 L ill I I G16. PROPERTY R1GIrTS........................................................................................................40 G17. DUTY'rOCOMPLY........................................................................................................40 G1S. TOXIC POLLUTANTS....................................................................................................Al l i G19. PENALTIES FOR TAMPERING.....................................................................................41 G20. REPORTING PLANNED CHANGES .............................................................................41 G21. REPORTING OTHER INFORMATION..........................................................................42 G22. REPORTING ANTICIPATED NON-COMPLIANCE.....................................................42 G23. REQUESTS TO BE EXCLUDED FROM COVERAGE UNDER THE PERMIT..........42 G24. APPEALS..........................................................................................................................42 G25. SEVERABILITY...............................................................................................................43 G26, BYPASS PROHIBITED....................................................................................................43 I APPENDIX A—DEFINI'I'IONS..................................................................................................46 APPENDIXB—ACRONYMS .................................................................................................... 54 l ( I Il LIST OF TABLES l I Table 1. Summary of Permit Report Submittals.......................................................................4 Table2. 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 Il l� i Construction Stormwater General Permit—December 1, 2010 Page 3 i SUMMARY OF PERMIT REPORT SUBMITTALS Refer to the Special and General Conditions within this permit for additional submittal requirements. Appendix A provides a list of definitions. Appendix B provides a list of acronyms. Table 1. Summary of Permit Report Submittals Permit Submittal Frequency First Submittal Date Section SS.A and High Turbidity/Transparency Phone As Necessary Within 24 hours S8 Reporting SS.B Discharge Monitoring Report Monthly* Within 15 days of applicable monitoring period SS.F and Noncompliance Notification As necessary Immediately S8 S5.F Noncompliance Notification— As necessary Within 5 Days of non- Written Report compliance G2. Notice of Change in Authorization As necessary G6. Permit Application for Substantive As necessary Changes to the Discharge G8. Application for Permit Renewal 1/permit cycle No later than 180 days before expiration G9. Notice of Permit Transfer As necessary G20. Notice of Planned Changes As necessary G22. Reporting Anticipated Non- As necessary compliance SPECIAL NOTE: *Permittees must submit Discharge Monitoring Reports(DMRs)to the Washington State Department of Ecology monthly, regardless of site discharge,for the full duration of permit coverage. Refer to Section SS.B of this General Permit for more specific information regarding DMRs. 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 i Construction Storum mer General Permit—December 1, 2010 Page 4 I i it SPECIAL CONDITIONS SI. 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 j S LE.3. B, Operators Required to Seek Coverage Under this General Permit: 1. Operators of the following construction activities are required to seek coverage under this CSWGP: a. Clearing, grading and/or excavation that results in the disturbance of one or more acres 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 N ( � 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.1.b. 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). c. Routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility. Construction Stormwater General Permit—December 1, 2010 Page 5 i i C. Authorized Discharges: 1. Stormwater Associated with Construction Activity. Subject to compliance with the terms and conditions of this permit, Permittees are authorized to discharge stormwater associated with construction activity to surface waters of the State or to a storm sewer system that drains to surface waters of the State. (Note that"surface waters of the State"may exist on a construction site as well as off site; for example, a creek running through a site.) 2. Stormwater Associated with Construction Support Activity. This permit also authorizes stormwater discharge from support activities related to the permitted construction site (for example, an on-site portable rock crusher, off-site equipment staging yards,material storage areas, borrow areas, etc.)provided: a. The support activity relates directly to the permitted construction site that is required to have a NPDES permit; and i b. The support activity is not a commercial operation serving multiple unrelated construction projects, and does not operate beyond the completion of the construction activity; and c. Appropriate controls and measures are identified in the Stormwater Pollution Prevention Plan (SWPPP) for the discharges from the support activity areas. 3. Non-Stormwater Discharges. The categories and sources of non-stormwater discharges identified below are authorized conditionally,provided the discharge is consistent with the terms and conditions of this permit: a. Discharges from fire-fighting activities. b. Fire hydrant system flushing. c. Potable water, including uncontaminated water line flushing. d. Pipeline hydrostatic test water. e. Uncontaminated air conditioning or compressor condensate. f. Uncontaminated ground water or spring water. 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 must minimize the amount of dust control water used. j. Routine external building wash down that does not use detergents. k. Landscape irrigation water. The SWPPP must adequately address all authorized non-stormwater discharges, except for discharges from fire-fighting activities, and must comply with. Special Construction Stormwater General Permit—December 1, 2010 Page 6 Condition S3. At a minimum, discharges from potable water(including water line flushing), fire hydrant system flushing, and pipeline hydrostatic test water must undergo the following: dechlorination to a concentration of 0.1 parts per million (ppm)or less, and pH adjustment to within 6.5—8.5 standard units (su), if necessary. D. Prohibited Discharges: The following discharges to waters of the State, including ground water, are prohibited. 1. Concrete wastewater. 2. Wastewater from washout and clean-up of stucco,paint,form release oils, curing l 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). 4. Slurry materials and waste from shaft drilling. 5. Fuels, of Is, 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 j preparation,reforestation and subsequent cultural treatment,thinning, prescribed burning,pest and fire control,harvesting operations, surface drainage,or road I construction and maintenance, from which there is natural runoff as excluded in 40 CPR 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 Construction Stormwater General Permit—December 1, 2010 Page 7 Reservation, any project that discharges to surface water on land held in trust by the federal government may be covered by this permit. 4. Stormwater from any site covered under an existing NPDES individual permit in which stonrwater management and/or treatment requirements are included for all stormwater discharges associated with construction activity. 5. Stormwater from a site where an applicable Total Maximum Daily Load(TMDL) requirement specifically precludes or prohibits discharges from construction activity. S2. APPLICATION REQUIREMENTS A. Permit Application Forms 1. Notice of Intent Fonn/Timeline a. Operators of new or previously unpermitted construction activities must submit a complete and accurate permit application (Notice of Intent, or NOT) 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 Special 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 public 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 following receipt by Ecology of a completed NOT, 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 a storm or sewer system operated by Seattle,Ding County, Snohomish County, Tacoma, Pierce County, or Clark County must also submit a copy of the NOT 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 ("demonstrably equivalent"BMPs),the applicant must notify Ecology of its selection as part of the NOT. 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 regarding any changes to the information provided on the NOI by submitting an updated NOI.Examples of such changes include,but are not limited to, i. changes to the Permittee's mailing address, ii. changes to the on-site contact person information, and Construction Stormwater General Permit—December 1, 2010 Page 8 i ( I iii. changes to the area/acreage affected by construction activity. 2. Transfer of Coverage Form i The Perm ittee 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 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 Department of Ecology regarding this application, or interested in Ecology's action on this application, may notify Ecology in writing no later than 30 days of the last date of publication of this notice.Ecology reviews public comments and considers whether discharges from this project would cause a measurable change in receiving water quality, and, if so,whether the project is necessary and in the overriding public interest according to Tier H amidegradation requirements under WAC 173-201A-320. Comments can be submitted to: Department of Ecology,P.O.Box 47696, Olympia, WA 99504-7696 Attn:Water Quality Program, Construction Stormwater." l Construction Stormwater General Permit—December 1, 2010 Page 9 , i i C. Erosivity Waiver Construction site operators may qualify for an erosivity waiver from the CS WGP if the following conditions are met: 1. 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 projece'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://Clpub.epa.aov/npdes/stonnwater/lew/lewcalculator.efin. 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 timeh awes: 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 i 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 hq://www.ecy.wa.goi,/Rubs/ecyO7O2O2.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 I b. Implement appropriate erosion and sediment control BMPs to prevent violations of water quality standards. 4. This waiver is not available for facilities declared significant contributors of pollutants as defined in Special Condition S1.B.Lb. 5. This waiver does not apply to construction activities which include non- 1 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 III 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 Taxies Rule (40 CFR Part 131.36). Discharges not in 1 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 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 th is 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 ground water through an injection well must also comply with any applicable requirements of the Underground Injection Control(U1C)regulations, Chapter 173-218 WAC. Construction Stormwater General Permit—➢ecember 1, 2010 Page 11 S4. MONITORING REQUIREMENTS,BENCHMARKS AND REPORTING TRIGGERS Table 3. Summary of Primary Monitoring Requirements Size of Soil,' Weekly SiW' We I Weekly Week]y pH Req uites Dlsturbance° Inspections Sam [in": Sampling wl Sampling2 CESCL Turbidity, Transparency co oca,tlon? Meter Tube Sites that disturb Required Not Required Not Required Not Required No less than I acre, but are part of a larger Common Plan of Development _S�ites that disturb I —_Required— —Sam piing Required— Required Yes acre or more, but either method fewer than 5 acres Sites that disturb 5 Required Required Not Required 4 Required Yes acres or more A. Site Lo v Boo 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 BNTs, 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 an'd BA below for detailed requirements of the Pernaittee'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. 'If construction activity results in the disturbance of I 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[CICD],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 S4.1). '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. ' 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 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 not required on sites that disturb less than an acre., 1. The Pennittee must examine stormwater visually for the presence of suspended sediment,turbidity, discoloration,and oil sheen. The Permittee must evaluate the ii 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. 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 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.I and 2). i Construction Stormwater General Permit—December 1, 2010 Page 13 I I 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. e. 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. g. General comments and notes, including a brief description of any BMP repairs,maintenance or installations made following the inspection. I 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/Transparency SMliny Requirements 1. Sampling Methods a. I£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 i 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 creels 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). i f. Sampling is not required before construction activity begins. 3. Sampling Locations a. Sampling is required at all points where stormwater associated with construction activity (or authorized non-stormwater)is discharged off site, including where it enters any on-site surface waters of the state(for example, a creek running through a site). b. The Permittee may discontinue sampling at discharge points that drain areas of I, the project that are fully stabilized to prevent erosion. c. The Permittee must identify all sampling point(s) on the S WPPP 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 1%-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: http:llwatermonitoring_equil2.com/pages/streanl.html. Construction Stormwater General Permit—December 1, 2010 Page 15 Table 4. Monitoring and Reporting Requirements Parameters Unit, Analytical Method Sampling Benchmark Phone ; Frequency Value =Repo rtm Trigger Val,e Turbidity NTU SM2130 or EPA Weekly, if 25 NTU 250 NTU 180.1 discharging Transparency cm Manufacturer Weekly, if 33 cm 6 cm instructions, or discharging Ecology guidance 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 em: 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: i. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the date the discharge exceeded the 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 SS.F. ® Central Region(Okanogan, Chelan, Douglas, Kittitas, Yakima, Klickitat, Benton): (509) 575-2490 Construction Stornawater General Peanut—December 1, 2010 Page 16 I i ® Eastern Region(Adams,Asotin, Columbia,Ferry, Franklin, Garfield, Grant,Lincoln,Pend Oreille, Spokane, Stevens, Walla Walla, Whitman): (509)329-3400 ® Northwest Region(Kitsap, Snohomish, Island,King, San Juan, Skagit, Whatcom): (425) 649-7000 • Southwest Region(Grays Harbor,Lewis,Mason, Thurston,Pierce, Clark, Cowlitz, Skamania, Wahkiakum, Clallam, Jefferson,Pacific): (360)407-6300 These numbers are also listed at the following web site: http:llwww.cey.wa.ffov/progi ams/wqtstormwater/constrLiction/permit.htint 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. in. 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 I 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[CID], or fly ash), and stormwater from the affected area Construction Stormirater General Permit—December 1, 2010 Page 17 i I � drains to surface waters of the State or to a storm sewer system that drains to surface waters of the state,the Permittee must conduct pH 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 Condition S8. 1. For sites with significant concrete work,the Petmittee must begin the pH monitoring period when the concrete is first poured and exposed to precipitation, and continue weeldy throughout and after the concrete pour and curing period, until stormwater pI I is in the range of 6.5 to 8.5 (so). 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 Pennittee must monitor pH in the sediment trap/pond(s)or other locations that receive stormwater runoff from the area of significant concrete work or engineered soils before the stormwater discharges to surface waters. 5. The benchmark value for pH is 8.5 standard units.Anytime sampling indicates that PIT is 8.5 or greater,the Permittee must either: a. Prevent the high pH water(8.5 or above)from entering storm sewer systems or surface waters; or b. If necessary, adjust or neutralize the high pH water until it is in the range of pH 6.5 to 8.5 (su)using an appropriate treatment BMP such as carbon dioxide (CO2.) sparging 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 test kit, or wide range pH indicator paper. The Permittee must record pH monitoring results in the site log book. I Construction Stormwater General Permit—December 1, 2010 Page 18 it I j S5. REPORTING AND RECORDBEEPING REQUIREMENTS A. High Turbidity Phone Reporting I 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 ham://www.ecy.wa.eoy/programs/wq/stonnwater/construction/permit.html, Also see phone numbers in Special Condition S4.C.5.b.i. B. Discharge Monitoring Reports Permittees required to conduct water quality sampling in accordance with Special Conditions 84.0 (TurbidityPfransparency), S4.D (PIT), S8 (303[d]/TMDL sampling), . and/or GI (Additional Sampling)must submit the results to Ecology. Permittees must submit monitoring data using Ecology's WebDMR program. To find out more information and to sign up for WebDMR go to. http•//www egy wa aov/programs/wq/pei-traits/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 j 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: httn'//www ecy wa goy/propxams/spills/response/assistancesoil%20map.pdf 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 i I i 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. D. Recording Results For each measurement or sample taken, the Permittee must record the following I information: 1. Date,place,method, and time of sampling or measurement. 2. The first and last name of the individual who performed the sampling or measurement. 3. The date(s)the analyses were performed. 4. The first and last name of the individual who performed the analyses. 5. The analytical techniques or methods used. 6. The results of all analyses. E. Additional Monitoring by the Permittee If the Permittee 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://www.ecy.wa.gov/pro rg atns/spills/response/assistancesoil%20man.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 Stormrvater General Permit—December 1, 2010 Page 20 i The Pernittee 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(l)(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 I. The Permittee must retain the following permit documentation(plans and records) on site, or within reasonable access to the site,for use by the operator or for on-site review by Ecology or the local jurisdiction: a. General Permit, b. Permit Coverage Letter. e. Stormwater Pollution Prevention Plan(SWPPP). 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. € I 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, i i Construction Stormirater General Permit—December 1, 2010 Page 21 i S6. PERMIT FEES The Permittee must pay permit tees assessed by Ecology. Fees for stormwater discharges covered under this permit are established by Chapter 173-224 WAC. Ecology continues to assess permit fees until the permit is terminated in accordance with Special Condition S10 or revoked in accordance with General Condition G5. S7, SOLID AND LIQUID WASTE DISPOSAL The Permittee must handle and dispose of solid and Liquid wastes generated by construction activity, such as demolition debris, construction materials, contaminated materials, and waste materials from inaintenance 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 S&C 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 � i 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 S WPPP.The operator must provide data and other technical information to Ecology that sufficiently demonstrate: i 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 thew 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 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. j 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 j 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. is b. Turbidity at the point of discharge into the 303(d)-listed receiving water, j inside the area of influence of the discharge, j 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- compliance notification requirements in Special Condition S5.F. Construction Stormwater General Permit—December 1, 2010 Page 23 i i Table 5. Turbidity, Fine Sediment&Phosphorus Sampling and Limits for 303(d)-Listed Waters Parameter identified Paranieter- Unit "Analytical Sampling Numeric Effluent in303(d),listj0l - Sampled Ur (, Method Frequency Limit' a Turbidity Turbidity NTU SM2130 or Weekly, if 25 NTU, at the point ® Fine Sediment EPA180.1 discharging where stormwater is o Phosphorus discharged from the site; OR In compliance with the surface water quality standard for turbidity (S8.C.1 e) 'Permiftees subject to a numeric effluent limit for turbidity may, at their discretion, choose either numeric effluent limitation based on site-specific considerations Including,but not limited to, safety,access and convenience. D. Discharges to Water Bodies on the 303(d)List for lligh VH 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 Parametgr rdentifieCl Paial#6tdr Analytical SampI*r g,� Nun lric Ef#luenj 303(d) us in �, $ampledtUprts Method �p(equenc Limit ,a High pH pH/Standard - pH meter- Weekly,if In the range of 6.5— Units discharging 8.5 2. At the Pennittee`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. i 3. Discharges that exceed the numeric effluent limit for pH (outside the range of 6.5— 8.5 so) constitute a violation of this permit. i 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 S51. Construction Stormwater General Permit—December 1, 2010 Page 24 E. Sampling and Limits for Sites Discharging to Waters Covered by a TMDL or Another Pollution Control Plan 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 http://www.ce wa.goy/programs/wgftmdl/index.htm[ for more information on TMDLs, a. Where an applicable TMDL sets specific waste load allocations or requirements for discharges covered by this permit, discharges must be consistent with any specific waste load allocations or requirements established by the applicable TMDL. i. The Permittee must sample discharges weekly or as other wise specified by the TMDL to evaluate compliance with the specific waste load allocations or requirements. I Analytical methods used to meet the monitoring requirements must conform to the latest revision of the Guidelines Establishing Test Procedures for the Analysis of Pollutants contained in 40 CFR Part 136. Turbidity and pH methods need not be accredited or registered unless conducted at a laboratory which must otherwise be accredited or registered. b. Where an applicable TMDL has established a general waste load allocation for construction stormwater discharges, but has not identified specific requirements,compliance with Special Conditions S4 (Monitoring)and S9 (SWPPPs)will constitute compliance with the approved TMDL, i 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. Construction Stormwater General Permit—December 1, 2010 Page 25 S9. S'TORMWATER POLLUTION PREVENTION PLAN The Permittee must prepare and properly implement an adequate Stormwater Pollution Prevention Plan (S)APPP)for construction activity in accordance with the requirements of this permit beginning with initial soil disturbance and until final stabilization. A. The Pertnittee's S%TPPP must meetthe 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 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 BIMIPS 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 conducted by the owmertoperator, 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. i 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 5tormwater General Permit—December 1, 2010 Page 26 i ................. installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when an extension is requested by a Permittee within the initial 10-day response period, c. Document BMP implementation and maintenance in the site log book. The Permittee must modify the SWPPP whenever there is a change in design, construction, operation, or maintenance at the construction site that has,or could have, a significant effect on the discharge of pollutants to waters of the State. C. Stormwater Best Management Practices (BMPs) BMPs must be consistent with: 1. Stormwater Management Manual for Western Washington(most recent edition), for sites west of the crest of the Cascade Mountains; or 2. Stormwater Management Manual for Eastern Washington(most recent edition), for sites east of the crest of the Cascade Mountains; or i I 3. Revisions to the manuals listed in Special Condition S9.C.1. &2., or other stormwater management guidance documents or manuals which provide an equivalent level of pollution prevention,that are approved by Ecology and incorporated into this permit in accordance with the permit modification requirements of WAC 173-226-230; or 4. Documentation in the SWPPP that the BMPs selected provide an equivalent level 3 of pollution prevention,compared to the applicable Stormwater Management Manuals, including: i a. The technical basis for the selection of all stormwater BMPs (scientific, technical studies, and/or modeling)that support the performance claims for the BMPs being selected. b. An assessment of how the selected BMP will satisfy AKART requirements and the applicable federal technology-based treatment requirements under 40 CFR part 125.3. D. SWPPP—Narrative Contents and Requirements The Permittee must include each of the 12 elements below in Special Condition S9.1).1- 12 in the narrative of the SWPPP and implement them unless site conditions render the element unnecessary and the exemption from that element is clearly justified in the SWPPP. 1. Preserve Vegetation/Mark Clearing Limits a. Before beginning land-disturbing activities, including clearing and grading, clearly marls all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. Construction Stormwater General Permit—December 1, 2010 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 spans, crushed rock, or other equivalent BMPs,to minimize tracking sediment onto roads. c. Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. d. If sediment is tracked off site,clean the affected roadway thoroughly at the end of each day, or more frequently as necessary(for example,during wet weather). Remove sediment from roads by shoveling,sweeping,or pickup and transport of the sediment to a controlled sediment disposal area. e. Conduct street washing only after sediment removal in accordance with Special Condition S9.D.2.d. 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 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 stonnwater 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 Penn ittee 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: 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 i Construction Stormwater General Permit—December 1, 2010 Page 28 j resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. c. Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP,before the runoff leaves a construction site or before discharge to an infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP,but must meet the flow control performance standard of Special Condition S9.D.3.a. d. Locate BMPs intended to trap sediment on site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off- channel areas or drainages. e. Provide and maintain natural buffers around surface waters,direct stormwater to vegetated areas to increase sediment removal and maximize stormwater infiltration,unless infeasible, f. Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. 5. Stabilize Soils a. The Permittee must stabilize exposed and unworked soils by application of effective BMPs that prevent erosion.Applicable BMPs include,but are not limited to:temporary and permanent seeding, sodding,mulching,plastic covering,erosion control fabrics and matting, soil application of polyacrylamide(PAM),the early application of gravel base on areas to be paved,and dust control. b. The Permittee must control stormwater volume and velocity within the site to minimize soil erosion. c. The Permittee must control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. d. Depending on the geographic location of the project,the Permittee must not allow soils to remain exposed and unworked for more than the time periods set forth below to prevent erosion: West of the Cascade Mountains Crest During the dry season(May 1 - Sept. 30): 7 days During the wet season(October 1 -April 30): 2 days East of the Cascade Mountains Crest, except for Central Basin* Ili 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 Construction Stormwater General Permit—December 1, 2010 Page 29 During the dry Season(July I -September 30): 30 days During the wet season(October 1 -June 30): 15 days *Note: The Central Basin is defined as the portions of Eastern Washington with mean annual precipitation of less than 12 inches. e. The Permittee must stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. f. The Permittee must stabilize soil stockpiles from erosion,protected with sediment trapping measures, and where possible,be located away from storm drain inlets,waterways, and drainage channels. g, The Permittee must minimize the amount of soil exposed during construction activity. It. The Permittee must minimize the disturbance of steep slopes. L The Permittee must minimize soil compaction and,unless infeasible,preserve topsoil. 5. Protect Slopes a. The Permittee must design and construct cut-and-fill slopes in a manner to minimize erosion. Applicable practices include,but are not limited to,reducing continuous length of slope with terracing and diversions,reducing slope steepness,and roughening slope surfaces (for example,track walking), b. The Permittee must divert off-site stormwater(run-on)or ground water away from slopes and disturbed areas with interceptor dikes,pipes,and/or swales. Off-site storm-water 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 handle the peak 10-minute velocity of flow from a Type IA, 10-year,24- hour frequency storm for the developed condition.Alternatively,the 1.0- year, 1-hour flow rate predicted by an approved continuous runoff model, increased by a factor of 1.6,may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition,whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (W WHM)to predict flows,bare soil areas should be modeled as "landscaped area." i Construction Stornarater General Permit—December 1, 2010 Page 30 ii. East of the Cascade Mountains Crest: Temporary pipe slope drams must handle the expected peals 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 Inlcts a. Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. b. Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage(unless a different standard is specified by the product manufacturer). 8. Stabilize Channels and Outlets a. Design, construct and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: L West of the Cascade Mountains Crest: Channels must handle the peak 10- minute velocity of flow from a Type IA, 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 W WIIM to predict flows,bare soil areas should be modeled as "landscaped area." ii. East of the Cascade Mountains Crest: Channels must handle the expected peals flow velocity from a 6-month, 3-hour stonn 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 Design,install, implement and maintain effective pollution prevention measures to minimize the discharge of pollutants. The Permittee must: Construction Stormwater General Permit—December 1, 2010 Page 31 i ,l a. Handle and dispose of all pollutants, including waste materials and demolition debris that occur on site in a manner that does not cause contamination of stormwater. b. Provide cover,containment, and protection from vandalism for all chemicals, liquid products,petroleum products,and other materials that have the potential to pose a threat to human health or the environment. 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 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 BIvIPs 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.) i 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. 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 I I 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 storrawater sediment ponds. Note that"surface waters of the State"may exist on a construction site as well as off site; for example, a creels running through a site. I c. Other treatment or disposal options may include: I. Infiltration. it. 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 firm stormwater. 11, Maintain BMPs a. Permittees must maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. b. Permittees must remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. 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 I !; assure continued performance of their intended frmction.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. I, Construction Stormwater General Permit—December 1, 2010 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 constriction 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 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 J local permitting authority. 10. Areas where final stabilization has been accomplished and no further construction- phase permit requirements apply. S10. 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 i 2. All portions of the site that have not undergone final stabilization per Special Condition S10.A.1 have been sold and/or transferred(per General Condition G9), and the Permittee no longer has operational control of the construction activity; or i Construction Stormwater^General Permit—December 1, 2010 Page 34 3. For residential construction only,the Permittee has completed temporary stabilization and the homeowners have taken possession of the residences. B. When the site is eligible for termination,the Permittee must submit a complete and accurate Notice of Termination(NOT)form, signed in accordance with General Condition G2.to: Department of Ecology Water Quality Program - Construction Stormwater PO Box 47696 Olympia,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 10.A. Permittees transferring the property to a new property owner or operatorlpermittee are required to complete and submit the Notice of Transfer form to Ecology, but are not required to submit a Notice of Termination form for this type of transaction, i i .................... I i I ' I i Construction Stormwater General Permit—December 1, 2010 Page 35 GENERAL CONDITIONS GI. DISCHARGE VIOLATIONS All discharges and activities authorized by this general permit must be consistent with the terms and conditions of this general permit. Any discharge of any pollutant more frequent than or at a level in excess of that identified and authorized by the general pen-nit must constitute a violation of the terms and conditions of this permit. G2. SIGNATORY REQUIREMENTS A. All pennit 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. 1'n 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 if: 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 G2.13.2 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: "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 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: A. To enter upon the premises where a discharge is located or where any records are kept under the terms and conditions of this permit. B. To have access to and copy—at reasonable times and at reasonable cost-- any records required to be kept under the terms and conditions of this permit. C. To inspect--at reasonable times—any facilities, equipment(including monitoring and control equipment),practices,methods,or operations regulated or required under this permit. D. To sample or monitor—at reasonable times—any substances or parameters at any location for purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act, G4. GENERAL PERMIT MODIFICATION AND REVOCATION This permit may be modified,revoked and reissued, or terminated in accordance with the provisions of Chapter 173-226 WAC. Grounds for modification,revocation and reissuance, or termination include, but are not limited to,the following: A. When a change occurs in the technology or practices for control or abatement of pollutants applicable to the category of dischargers covered under this permit. B. When effluent limitation guidelines or standards are promulgated pursuant to the CWA or Chapter 90.48 RCW,for the category of dischargers covered under this permit. C. When a water quality management plan containing requirements applicable to the category of dischargers covered under this permit is approved, or D. When information is obtained that indicates cumulative effects on the environment from dischargers covered under this permit are unacceptable. G5. REVOCATION OF COVERAGE UNDER THE PERMIT Pursuant to Chapter 43.2113 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: IIConstruction Stormwater General Permit—December 1, 2010 Page 37 i A. Violation of any term or condition of this permit. 13, Obtaining coverage under this permit by misrepresentation or failure to disclose'fully all relevant facts. C. A change in any condition that requires either a temporary or permanent reduction or elimination of the permitted discharge. D. Failure or refusal of the Permittee to allow entry as required in RCW 90.48.090. E. A determination that the permitted activity endangers human health or the environment, or contributes to water quality standards violations. F. Nonpayment of permit fees or penalties assessed pursuant to RCW 90.48.465 and Chapter 173-224 WAC. 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 cinder this permit during the time an individual permit is being developed, provided the request is made within ninety(90) days from the time of revocation and is submitted along with a complete individual permit application form. G6. REPORTING A CAUSE FOR MODIFICATION The Permittee must submit a new application, or a supplement to the previous application, whenever a material change to the construction activity or in the quantity or type of discharge is anticipated which is not specifically authorized by this permit. This application must be submitted at least sixty(60)days prior to any proposed changes. Filing a request for a permit modification,revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not relieve the Permittee of the duty to comply with the existing permit until it is modified or reissued. G7. COMPLIANCE WITH OTHER LAWS AND STATUTES Nothing in this permit will be construed as excusing the Permittee from compliance with any applicable federal, state, or local statutes, ordinances, or regulations. G8. DUTY TO REAPPLY The Permittee must apply for permit renewal at least 180 days prior to the specified expiration date of this permit. Construction Stormwater General Permit—December 1, 2010 Page 38 i 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 i 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. 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 stormwater to the final effluent stream for discharge to state waters. G11. 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 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 up to ten thousand dollars($10,000) and costs of prosecution, or by imprisonment in the discretion of the court. Each day upon which a willful violation occurs may be deemed a separate and additional violation. j Any person who violates the terms and conditions of a waste discharge permit shall incur,in addition to any other penalty as provided by law, a civil penalty in the amount of up to ten thousand dollars($10,000)for every such violation. Each and every such violation shall be a separate and distinct offense, and in case of a continuing violation, every day's continuance shall be deemed to be a separate and distinct violation. G15. UPSET Definition—"Upset"means an exceptional incident in which there is unintentional and temporary noncompliance with technology-based permit effluent limitations because of factors beyond the reasonable control of the Permittee. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities,lack of preventive maintenance, or careless or improper operation. An upset constitutes an affirmative defense to an action brought for noncompliance with such technology-based permit effluent limitations if the requirements of the following paragraph are met. A Permittee who wishes to establish the affirmative defense of upset must demonstrate, through properly signed, contemporaneous operating logs or other relevant evidence that: 1) an upset occurred and that the Permittee can identify the cause(s)of the upset; 2)the permitted facility was being properly operated at the time of the upset, 3)the Permittee submitted notice of the upset as required in Special Condition SS.F, and; 4)the Permittee complied with any remedial measures required under this permit. In any enforcement proceeding,the Permittee seeking to establish the occurrence of an upset has the burden of proof. G16. PROPERTY RIGHTS This permit does not convey any property rights of any sort, or any exclusive privilege. 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 GIS. 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. 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, I 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. : G20. REPORTING PLANNED CHANGES The Permittee must, as soon as possible,give notice to Ecology of planned physical alterations,modifications or additions to the permitted construction activity. The Permittee should be aware that, depending on the nature and size of the changes to the original permit, a new public notice and other permit process requirements may be required. Changes in activities that require reporting to Ecology include those that will result in: A. The permitted facility being determined to be a new source pursuant to 40 CFR 122.29(b). I 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, a 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 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. i Construction Storamwater•General Permit—December 1, 2010 Page 41 ill i I i� I t i i G21. REPORTING OTHER INFORMATION Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or in any report to Ecology, it must promptly submit such facts or information. G22. REPORTING ANTICIPATED NON-COMPLIANCE The Permittee must give advance notice to Ecology by submission of a new application or supplement thereto at least forty-five (45)days prior to commencement of such discharges, of any facility expansions, production increases, or other planned changes, such as process modifications,in the permitted facility or activity which may result in noncompliance with permit limits or conditions. Any maintenance of facilities,which might necessitate unavoidable interruption of operation and degradation of effluent quality, must be scheduled during non-critical water quality periods and carried out in a manner approved by Ecology. i G23. REQUESTS TO BE EXCLUDED I-ROM COVERAGE UNDER THE PERMIT I 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. G24. APPEALS A. The terms and conditions of this general permit, as they apply to the appropriate class of dischargers, are subject to appeal by any person within 30 days of issuance of this general permit, in accordance with Chapter 43.2113 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 43.2113 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 i I 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. ; i j G26. BYPASS PROHIBITED ,i A. Bypass Procedures Bypass,which is the intentional diversion of waste streams from any portion of a treatment facility, is prohibited for stormwater events below the design criteria for stormwater management.Ecology may take enforcement action against a Permittee for bypass unless one of the following circumstances (1,2, 3 or 4) is applicable. 1. Bypass of stormwater is consistent with the design criteria and part of an approved management practice in the applicable stormwater management manual. 2. Bypass for essential maintenance without the potential to cause violation of permit limits or conditions. Bypass is authorized if it is for essential maintenance and does not have the potential to cause violations of limitations or other conditions of this permit, or adversely impact public health. 3. Bypass of stormwater is unavoidable,unanticipated, and results in noncompliance of this permit. This bypass is permitted only if: a. Bypass is unavoidable to prevent loss of life,personal injury, or severe property damage."Severe properly damage"means substantial physical damage to property, damage to the treatment facilities which would cause them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. b. There are no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,retention of untreated wastes, maintenance during normal periods of equipment downtime (but not if adequate backup equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventative maintenance), or transport of untreated wastes to another treatment facility. i Construction Stormwater General Permit—December 1, 2010 Page 43 e. Ecology is properly notified of the bypass as required in Special Condition S5.17 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. o, a cost-effectiveness analysis of alternatives including comparative resource damage assessment. d. the minimum and maximum duration of bypass under each alternative, e. a recommendation as to the preferred alternative for conducting the bypass. f. the projected date of bypass initiation. g. a statement of compliance with SEPA. h. a request for modification of water quality standards as provided for in WAC 173-201A-110, if an exceedance of any water quality standard is anticipated. i. steps taken or planned to reduce, eliminate, and prevent reoccurrence of the bypass. 5. For probable construction bypasses,the need to bypass is to be identified as early in the planning process as possible. The analysis required above must be considered during preparation of the Stormwater Pollution Prevention Plan (SWPPP) and must be included to the extent practical. In cases where the probable need to bypass is determined early, continued analysis is necessary up to and including the construction period in an effort to minimize or eliminate the bypass. Ecology will consider the following before issuing an administrative order for this type bypass: a. If the bypass is necessary to perform construction or maintenance-related activities essential to meet the requirements of this permit. b. If there are feasible alternatives to bypass, such as the use of auxiliary treatment facilities,retention of untreated wastes, stopping production, maintenance during normal periods of equipment down time, or transport of untreated wastes to another treatment facility. e. 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 i After consideration of the above and the adverse effects of the proposed bypass and any other relevant factors,Ecology will approve, conditionally approve, or deny the request. the public must be notified and given an opportunity to comment on bypass incidents of significant duration,to the extent feasible. Approval of a request to bypass will be by administrative order issued by Ecology under RCW 90.48.120. B. Dutyto 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. ' I I II II Construction Stormwater General Permit—December 1, 2010 Page 45 f I i 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 operators complete permit application is received by Ecology,whichever is later. Applicant means an o ep rator seeking coverage under this permit. Best Management Practices (BMPs)means schedules of activities,prohibitions of practices, maintenance procedures, and other physical, structural and/or managerial practices to prevent or reduce the pollution of waters of the State. BM-Ps 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 Dav 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. 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. Common Plan of Development or Sale means a site where multiple separate and distinct construction activities may be taking place at different times on different schedules and/or by different contractors, but still under a single plan. Examples include: 1)phased projects and projects with multiple filings or lots, even if the separate phases or filings/lots will be constructed under separate contract or by separate owners(e.g., a development where lots are sold to separate builders); 2) a development plan that may be phased over multiple years,but is still under a Construction Stormwater General Permit—December 1, 2010 Page 46 I consistent plan for long-term development; 3)projects in a contiguous area that may be unrelated but still under the same contract, such as construction of a building extension and a new parking lot at the same facility; and 4) linear projects such as roads,pipelines, or utilities. If the project is part of a common plan of development or sale,the disturbed area of the entire plan must be used in determining permit requirements. Composit�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 Activitv 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: l. 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. ( I Construction Stormwater General Permit—December 1, 2010 Page 47 i i 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. 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. Eeologv means the Washington State Department of Ecology. i 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 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 70.1.05 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—➢ecember 1, 2010 Page 48 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 L underground storage tank from which there is not a release: crude oil or any fraction thereof or petroleum, if the tank is in compliance with all applicable federal, state, and local law. Injection Well means a well that is used for the subsurface emplacement of fluids. (See Well.) Jurisdiction means a political unit such as a city, town or county; incorporated for local self- government. National Pollutant Discharge Elimination System (NPDES)means the national program for issuing,modifying, revoking and reissuing,terminating, monitoring, and enforcing permits,and imposing and enforcing pretreatment requirements, under sections 307,402, 318,and 405 of the Federal Clean Water Act,for the discharge of pollutants to surface waters of the State from point sources. These permits are referred to as NPDES permits and, in Washington State, are administered by the Washington 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. i Notice of Termination(NOT)means a request for termination of coverage under this general permit as specified by Special Condition 810 of this permit. i O erator 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). I Permittee means individual or entity that receives notice of coverage under this general permit, VB means a liquid's measure of acidity or alkalinity. A pH of 7 is defined as neutral. Large variations above or below this value are considered harmful to most aquatic life. pH monitoring period means the time period in which the pH of stormwater runoff from a site must be tested a minimum of once every seven days to determine if stormwater pH is between 6.5 and 8.5. 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.) 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 C WA, nor does it include dredged or fill material discharged in accordance with a permit issued under section 404 of the C WA. 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). 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 waterlretuim 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. I Sensitive area means a water body,wetland, stream, aquifer recharge area, or channel migration zone. i SEPA (State Environmental Policy Act)means the Washington State Law, RCW 43.21C.020, intended to prevent or eliminate damage to the environment. Significant Amount means an amount of a pollutant in a discharge that is amenable to available and reasonable methods of prevention or treatment; or an amount of a pollutant that has a i Construction Stormwater General Permit—December 1, 2010 Page 50 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 s, s+ e 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. a 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 Page 51 � j i i Temporary Stabilization means the exposed ground surface has been covered with appropriate materials to provide temporary stabilization of the surface from water or wind erosion.Materials include, but are not limited to,mulch,riprap, erosion control mats or blankets and temporary cover crops. Seeding alone is not considered stabilization. Temporary stabilization is not a substitute for the more permanent"final stabilization." Total Maximum Daily Load (TMDL)means a calculation of the maximum amount of a pollutant that a 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 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 BM Ps that are intended to remove pollutants from stormwater. A few examples of treatment BMPs are detention ponds, oil/water separators,biofiltration, and constructed wetlands. Transparency means a measurement of water clarity in centimeters (cm),using a 60 cm transparency tube. The transparency tube is used to estimate the relative clarity or transparency of water by noting the depth at which a black and white Secchi disc becomes visible when water is released from a value in the bottom of the tube.A transparency tube is sometimes referred to as a"turbidity tube." Turbidity means the clarity of water expressed as nephelometric turbidity units (NTU) and measured with a calibrated turbidimeter. Uncontaminated means free from any contaminant, as defined in MICA 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.) i i Construction Stormwater General Permit—December 1, 2010 Page 52 Wheel wash wastewater means any water used in, or resulting from the operation of, a tire bath or wheel wash (BMP C106: Wheel Wash), or other structure or practice that uses water to physically remove mud and debris from vehicles leaving a construction site and prevent track- out onto roads. When stormwater comingles with wheel wash wastewater,the resulting water is considered wheel wash wastewater and must be managed according to Special Condition S9.1).9. I � i I � II I 1 I ; i Construction Stormwater General Permit—December 1, 2010 Page 53 i I i i I 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 NOI Notice of Intent NOT Notice of Termination NPDES National Pollutant Discharge Elimination System NTU Nepbeiometric Turbidity Unit RCW Revised Code of Washington SEPA State Environmental Policy Act SWMM Stormwater Management Manual S WPPP 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 GVWNM Western Washington Hydrology Model Construction Stormwater General Permit—December 7, 2010 Page 54 it I WABHINGTON I CITY OF KENT MITIGATED DETERMINATION OF NONSIGNIFICANCE Environmental Checklist No.: #ENV-2013-3 Project: Briscoe-Desimone #RPSW-2130616 Levee Improvements Description: The City of Kent Public Works Department proposes to Install a structural steel sheet pile wall at the back of the existing levee slope to act as a secondary levee to reduce flood risk to the cities of Kent,Tukwila and Renton. The proposed flood wall will provide a minimum of 3 feet of freeboard above the predicted 500-year flood event in order to meet FEMA accreditation requirements, The flood wall will be constructed in four segments ("reaches") ' along the east bank of the Green River, between South 200th Street and South 180 Street. The northernmost segment("Reach 1") and a small piece of Reach 2 are located within the City of Tukwila (see Figure 1, next page). The City of Kent is acting as SEPA lead agency for the entire project, but separate shoreline permits will be submitted to Tukwila. The sheet piles will be installed using vibratory equipment(but no impact hammers)and will be between 23 and 64 feet deep,depending on location.The above-ground portion of the wall will range from 8 feet to 13 feet tall, when viewed from surrounding businesses. To allow for re- vegetation and habitat restoration, benches will be constructed where feasible along the riverbank(see Figure 2, next page), These benches will entail excavation between the ordinary high water mark and the existing Green River trail to create a bench of up to 15 feet wide where native trees and shrubs will be planted. Approximately 40,000 cubic yards of material will be removed to create the planting benches. An estimated 277 trees and 29 stumps will be removed, in addition to invasive or non-native vegetation. A minimum of 280 trees and 3,000 shrubs will be planted as mitigation on the excavated benches. The existing asphalt trail will be removed and relocated further landward adjacent to the flood wall, with handralls placed on top of the wall, The flood wall will extend approximately 3 feet above the surface of the new trail, plus a 1.5 foot handrail. Approximately 6,000 cubic yards of fill material will be used to construct the new trail. All existing public access points will be maintained and where necessary, stairways will be constructed. The Green River Trail will be temporarily closed in sections during construction, with detours provided, and will return to normal operations after construction. The parking lot serving the Green River Trail located adjacent to the cul-de-sac bulb of South 190th Street will be raised to match the trail elevation. This will improve trail access by providing ADA accessibility as well as maintenance access. Existing use of other adjacent properties will remain unchanged. The Kent portion of the project(Briscoe) is located on the east bank of the Green River between South 200th Street and South 189th Street, identified as King County Parcel Numbers 0222049047, 0000200044, 0000200043, 7888800090, 7888800111, 7888800140, 7888800155, and 7888800210. The Tukwila portion of the project(Desimone) is located on the east bank of the Green River between South 189th Street and South 180th Street, identified as King County Parcel Numbers 7888900110, 7888900170 and 7888900150. The project area spans several zoning districts, including M1 (Industrial Park) and M2 (Limited Industrial) In the Kent portion. The Tukwila portion is zoned CJLI (Commercial Light Industrial). i Mitigated Determination of Nonsignificance Briscoe-Des!m one Levee Improvements ENV-2013-3/RPSW-2130616 Figure 1. Project Map IT S; 18!TH Sl ST. TUKWILA LEVEE REACH- I S l90t ST Ak REACH 2 Vi a -fi"t + REACH 3 REACH 4 t CITY OF KENT Figure 2- Cross Section of Proposed Design FLMD VAL mxwNo 2 of 3 Mitigated Determination of Nonsignificance Briscoe-Desimone Levee Improvements ENV-2013-3/RPSW-2130616 Applicant: Ken Langholz, City of Kent Public Works j Lead Agency: CITY OF KENT The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required j under RCW 43.21C,030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. I X There is no comment period for this DNS pursuant to WAC 197-11-355 Optional DNS process. _ There is no comment period for this DNS. This DNS Is Issued under 197-11-340(2). The lead agency will not act on this proposal for 14 days from the date of this decision; this constitutes a 14-day comment period. Comments must be submitted by . This DNS is subject to appeal pursuant to Kent City Code section 11.03.520. Responsible Official. Charlene Anderson, AICP Position/Title: Planning Manager/ SEPA OFFICIAL Address: 220 S. Fourth Avenue, Kent, WA 98032 Telephone: (253) 56-5454 Dated: Aril 9, 2013 Signature:69"�%"��. Gf'-e P APPEAL PROCESS: AN APPEAL OF A DETERMINATION OF NON81GNIFICANCE(DNS) MUST EE MADE TO THE KENT HEARING EXAMINER WITHIN FOURTEEN (14) DAYS FOLLOWING THE DATE OF THIS DECISION PER KENT CITY CODE 11.03.520. CONDITIONS/MITIGATING MEASURES: 1. The applicant shall evaluate the impacts to shallow groundwater movement through the floodwall, If impacts to groundwater are Identified, appropriate mitigation measures will be implemented to mitigate the Impact. Such measures could include, but are not limited to staggering the lengths of the sheet piles to allow flow through or providing openings In the sheet piles to allow for groundwater movement through the wall. 2. The applicant shall finish the flood wall on both the landward and waterward sides with aesthetic elements such as colors, textures or patterns to enhance the appearance and promote compatibility with surrounding uses. The final finish material shall be submitted for review and approval by Planning Services. jm\S:\Permit\Pian\Env\2013\2130616-2013-3dnsopt.doc I I, 3 of 3 i i ® City of TukwilaJim Haggerton, Mayo Department of Community Development Jack Pace, Directo SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE SUBSTANTIAL DEVELOPMENT � File Number: L14-0030 Applied: April 10,2014 Approved: August 20,2014 Expiration: August 20,2016 A permit is hereby granted to: City of rent,Public Works Department to: I Repair and improve approximately 1,300 linear feet of levee, in two reaches of the Green River using a structural sheet pile wall at the back of existing levee to reduce flood risk to the Cities of Dent,Renton and Tukwila. The river side of the levee will be re-graded to a 6:1 slope and 2:1 slope and be planted with native plants. To compensate for 29 trees that will be removed to construct the levee wall, 170 native trees,deciduous and evergreen,will be planted. The Green River Trail will be moved landward and two additional feet of paved trail will be added,for a total trail width of twelve feet with a two foot paved shoulder on the landward side of the trail and a gravel shoulder on the river side of the trail. Upon the following property: Address: Reach 1: 18200 Cascade Avenue South Reach 2: 6545 South Glacier Street Parcel#: Reach 1: 788890-0170 and 788890-0150 Reach 2: 788890-0110 and 7888900120 Section/Township/Range: Reach 1: NW Quarter of 36-23-04 { NE Quarter of 35-23-04 Reach 2: SE Quarter of 35-23-04 Development under this permit shall comply with the following conditions: 1. Revise the landscaping plan to show a total of 170 trees to be planted to replace the 29 trees that are being removed to repair the levee and revise the tree planting schedule to reflect the tree species that are listed in the August 12,2014 email from Matt Knox,City of Dent. This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the applicant from compliance with any other Federal, State or local statues,ordinances or regulations applicable to this project,but not inconsistent with the Shoreline Management Act(Chapter 90.58 RCW), CL: Page 1 of 2 08122/2014 3:55 PM , H111,14-0030 Briscoe/Desimone Levee RepaiAshomane Substantial Development Pernilt NOD i 6300 Southcenter Boulevard, Suite#100 o Tukwila, Washington 98188®Phone 206-431-3670• Fax 206-431-3665 � I Y j Briscoe/Desimone Levee Repair L14-0030 Shoreline Substantial Development Permit This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the permittee fails to comply with the project as approved and any conditions thereof. CONSTRUCTION PURSUANT TO THIS PERMIT MAY NOT BEGIN AND IS NOT AUTHORIZED UNTIL TWENTY-TONE(21).DAYS FROM THE DATE OF RECEIPT WITH THE DEPARTMENT OF ECOLOGY AS DEFINED IN RCW 90.58.140(6)AND WAC 173-14-090, OR UNTIL ALL REVIEW PROCEEDINGS INITIATED WITHIN TWENTY-ONE(21)DAYS FROM THE DATE OF SUCH FILING HAVE TERMINATED;EXCEPT AS PROVIDED IN RCW 90.58.140(5)(a)(b)(c). Pursuant to RCW 90.58.180 the decision by the City of Tukwila to issue this Shoreline Substantial Development Permit may only be appealed to the Shoreline Hearings Board. Appeals must be filed with the Shoreline Hearings Board within 21-days from the filing of this permit with the Department of Ecology as defined in RCW 90.58.140. For more detailed information on appeals,refer to RCW 90.58 and WAC 461.08, A - ��,2, L '"Dla J ace,Director of Department of Community Development Construction must begin within 2 years from the effective date of the permit and be substantially completed within 5 years of the effective date of the permit. The effective date of a substantial development permit shall be the date of receipt as provided in RCW 90,58.140(6). i I CL: Page 2 of 2 08/22/2014 3:55 PM n:1V.t40030-BriscoeMnimone Levee Repair\NQD TUKWILA HEAIMG EXAMINER. FINDINGS,CONCLUSIONS AND DECISION j Applicant* City of Kent Public Works Department. Mle Number. 1,14-0031 u�nlicatioa Shoreline Variance to allow levee repair design which varies from the levee profile in the SNIP,and to reduce the required width of the Green River Trail from 18,feet to 16 feet,and to vary the. of atian. Green River Reach 1 SEPA petermination: Nlitigation Determination of Non-significance issued on April 9,2013 by City of Kent as SEPA lead agency Comnrehensive Plant Zoning Ileslenation: Commercial/Light Industrial Recommendation; Department of Community Development recommends approval. Pnblie Hearing, The Hearing Examiner hold.a public. hearing on the application on July 22, 2014, at the Department of Community Development, 6300 Southccnter Boulevard, Suite 100,Tukwila,WA. Xjhibits• i The following exhibits were entered into the record: A. Department Staff Report dated July 14,2014 with Attachments 1-8 1. Project Plan Sheets 2. Inundation Map 3. TMC 18.06.494 and TMC 18.44 4. City of Kent Shoreline Variance Narrative; Response to Variance Criteria;E- mail dated 7110114 re:loss ofparkiag; email dated 7t11t14 re: average slopes 5. Sheets 1-3 Desimone Levee Cross Sections 6. Muckleshoot Indian Tribe email dated 7/3/14 and attachment dated 4/l/13 7. City of bent email dated 7/11/14 and letter dated 4/5/13, to Muckleshoot Indian Tribe 8. City of Kent SEPA documents(ohecklist,staff report and SEPA MDNS) I I Hearing Examiner Decision L14-0031 City of Kent Shoreline Variance Page 2 of 10 B. Department Staff Report Addendum dated July 15,2014 C. Power Point slides from presentation on July 22,2014 D. Aerial phots of 18200 Cascade Avenue South and map depicting parking stalls E. Department Response to Hearing Examiner questions dated August 1,2014 with Attachments: 1-7 1. Protective Covenants 2. April 29, 1974 Tukwila City Council special meeting minutes 3. May 6, 1974 Tukwila City Council regular meeting vote on approval of plat 4. Southcenter South Industrial Park recorded plat 5. July 15, 1985 Tukwila City Council minutes 6. Resolution 965 adopted July 15, 1985 7. November 12, 1985 Tukwila City Council discussion notes The following persons testified at hearing: City: Carol Lumb,Senior Planner,Department of Community Development Applicant: Ken Langholz,Senior Engineer,City of Kent Public Works Department Matt Knox,Conservation Analyst,City of Kent Public Works Department Public: Todd O'Keefe David Moffett Introduction The applicant, City of Kent Public Works Department, seeks a Shoreline Variance for levee repair work within the City of Tukwila. A healing on the application was held by the Hearing Examiner on July 22, 2014, at the Department of Community Development, 6300 Southeenter Boulevard, Tukwila,WA. The record was held open after the hearing to receive more information from the Department and applicant concerning construction and trail location impacts on nearby business' parking areas. The information was submitted to the Hearing Examiner on August 1, 2014, and the record was closed at that time. Represented at the hearing were: the Department, by Carol Lumb, Senior Planner; and the applicant,City of Kent Public Works Department,by Ken Langhoiz,Engineering Supervisor, and Matt Knox, Conservation Analyst, City of Kent Public Works Department. All references to TMC or Code refer to the Tukwila Municipal Code. After due consideration of the evidence presented at the public hearing, the following shall constitute the findings of fact, conclusions and decision of the Hearing Examiner on this application. I Fearing Esaminer Decision I14-0031 City of Kent Shoreline Variance Page 3 of 10 Findings of Fact i 1. The City of Dent is undertaking repairs of the Briscoe-Desimone Levee System which lies along the Careen River. The Ievee repairs are located in four segments or "reaches"along the cast bank of the River where.between S. He Street and South 2001, Street, as shown in the record. Beach I lies within the City of Tukwila and totals approximately 1,100 linear feet, and extends approximately 700 feet west of West Valley Highway to the shoulder of West Valley Highway. Approximately 200 feet of Reach 2 is also within the City of Tukwila but this portion is where the reconfigured levee is re- joined to the existing levee system,and does not require a variance. 2. The shoreline environment designation for Reach I is Urban Conservancy. The j shoreline buffer in the Urban Conservancy environment,where levees are present,Is 125 feet Construction,maintenance,or redevelopment of levees for flood control purposes is a permitted use in the Urban Conservancy buffer,provided that the new or redeveloped Ievee meets the applicable levee requirements of the City's Shoreline Master Program (SW) and the Code. Public trails are a permitted use in the Urban Conservancy Environment buffer, 3. The SMP standards designate a levee profile which achieves an overall slope of 2.5:1, or as close to 2.5:1 as possible. The SMP also provides that a floodwall is not the preferred back slope profile for a levee but may be substituted for all or a portion of the back slope only where necessary to avoid encroachment or damage to a structure legally constructed prior to the date of the adoption of the current SMP that has not lost its nonconforming status, 4. In 2011, the US Army Corps of Engineers (COE) proposed new national regulations that would have banned vegetation on levees and would have required local jurisdictions to apply for a vegetation variance on a case-by-case basis each time planting of vegetation, including trees was proposed, The COE has released an interim policy to allow local jurisdictions to decide whether to place trees on levees. This policy is not a permanent rule, and it is unclear what the COFs final position will be on allowing vegetation on levees. 5, The applicant City of Kent's'engineering studies indicate the top of the levee is overly narrow and showing signs of failure. The applicant's evaluation concludes that flows of just over 9,000 cubic foot per second(CFS) in March of 2014 caused sloughing and erosion, but 12,000 CFS 100-year flood event storms can be expected in the Reach Exhibit 2 shows the area of potential inundation in the event of a failure of Reach I,with the inundation of the Kent Valley extending from approximately S.228s' Street to 1-405. � I i 6. The proposed project is to install a structural steel sheet pile wall at the back of the existing Ievee at this location to act as a secondary levee in order to reduce flood risk. The proposed flood wall would provide a minimum of three feet of freeboard above the predicted 500-year flood event, in order to meet the Federal Emergency Management i i Hearing Examiner 1Dechiom L14-0031 City of Kent Shoreline Variance Page 4 of 10 Agency (FENIA) accreditation requirements. The waterward side of the levee would be reconfigured, creating lower bench and upper slope areas that would be planted with vegetation to create new fish and wildlife habitat. 7. The proposed design creates a 6:1 slope on the lower portion of the bank adjacent to the ordinary high water mark,and a 2.1 upper slope. The average overall slope for the proposed design would be 2.56.1 (as measured between the OHWM and the edge of the trail). The sloping lower bench would be engaged whenever the river reaches approximately 2,500 CFS. This occurs on average 39 days each year between January and June, the period when threatened Chinook salmon out-migrate from the Green River. (In contrast,the 15-wide bench adopted as the SMP minunum levee profile engages when the river is at approximately 5,500 CFS,which is on average once or twice each year). 8. The existing segment of the Green River trail at this location would be removed and a new trail segment created. The new trail would include a 12-foot-wide asphalt i trail, a 2-foot wide concrete shoulder on the landward side, and a Moot wide,gravel shoulder on the riverward side,for a total of 16 feet in width. 9. The'proposal would require the'removal of 36 trees from the project area. The ! trees range in size from a four-inch diameter I-lawthom to several 24-inch diameter London Plane trees. The large London Plane trees are located 50-90 feet from the river's edge. 10. The applicant proposes to plant 137 native trees in the 6:1 and 2A areas on the riverside of the levee. The proposal also includes the planting of shrubs and groundcovers on the riverside of the levee, with approximately 1205 plantings on the lower slope;360 on the middle slope;and 705 on the upper slope. Because the sheet pile wall will serve as the levee, the applicant does not expect plantings on the riverside to conflict with current or future COE levee vegetation limits. It is anticipated that the new plantings,in 10 years or less,will provide more shading.than is currently provided by the existing trees which are located some distance from the river's edge. 11. The proposed levee repair project will require elimination of 42 parking stalls which serve an office building addressed as 18200 Cascade Avenue South (the Riverpointe Two office park). After the project is completed, 17:parking stalls would be located along the back wall of the levee,for a net loss of 25 parking stalls. 12. The City of Kent as SEPA lead agency reviewed the larger levee repair project, (including levee repair actions located within the City of Kent), and issued a Nfrtigatcd Determination of Non-significance(M DN5)on April 9,2013. 13. The Nluekleshoot Indian Tribe submitted comments to the Department. The comments are shown at Attachment 6. The comments addressed fishing site locations, including a site located on Reach I,.and the impacts on fish habitat from tree removal and other conditions. Hearing Examiner Decision L14-0031 City of Rent Shoreline variance .page 5 of 10 14. The City of Kent's response to the comments are shown at Attachment 7. The City of Kent has met with the Tribe and intends to maintain access to the fishing sites on the affected Reaches during construction and after the project is complete. 15. At the public hearing, two members of the public testified, both of whom own property near the levee. One speaker,representing the Riverpointe Two LLC,requested that the project be redesigned so as to ensure that there are 4 parking stalls per 1,000 square feet to serve the building's tenants. The other commenter voiced concerns about the impacts- of constructicn�related traffic and its impacts on parking, and how those impacts could be addressed consistent with the parking provisions of protective covenants for the Southeenter South Industrial Park. i 16. The Nearing Examiner asked the staff and applicant to respond to the comments, and left the record open after the hearing until August 1,2014,to receive their responses. The responses were filed on August 1, 2014 and have been added to the record on this matter. i Codes 17. TMC 18.44.130.1?contains to approval criteria for a shoreline variance permit. 3. Shoreline Variance Permits should be granted in circumstances where denial of the permit would result,in a thwarting of the policy enumerated in BCW 90.58.020, in all instances the applicant must demonstrate that extraordinary circumstances exist and the public interest will suffer no substantial detrimental effect, 4. Approval Criteria. A Shoreline Variance Permit for a use, activity or development that will be located landward of the ordinary high.water mark and/or landward of any wetland may. be authorized provided the applicant can demonstrate all of the following: a, The strict application of the bulk dimensional, or performance standards set forth in this chapter preclude or sign jOcwWy interfere with a reasonable use of the property not otherwise prohibited by this chapter. b. The hardship described in TMC Section 1&.44.130.D.4. is speciftcally related to the property and is the result of unique conditions such as j irregular lot shape, 'size, or natural features and the application of this chapter, and not from the owner's own actions or deed restrictions, and that the variance is necessary because of these conditions in order to provide the owner with use rights and privileges permitted to other properties in the vicinity and zone in which the property is situated c. The design of the protect will be compatible with other authorized uses within the area. and with uses planned for the area under the I i Hearing Examiner Deddion L14-0031 City of Vent Shoreline variance Page 6 of 10 Comprehensive Plan. and Sh1P and will not cause adverse impacts to adjacent properties or the shoreline environment. d The variance will not constitute a grant of special privilege not enjoyed by other properties in the area. e. The variance is the minimum necessary to afford relief. f The public interest will suffer no substantial detrimental effect. 18. WAC 173-27-170 includes the above criteria as well as the following additional criteria for granting of a shoreline variance penult: In the granting of all variance permits, consideration shall be given to the cumulative impact of additional requests for like actions in the area. For example if variances were'granted to other developments and/or uses in the area where similar circumstances exist the total of the variances shall also remain consistent with the policies of ACW 90,58 020 and shall not cause substantial adverse effects to the shoreline environment. Variances from the use regulations of the master program are prohibited . 19. WAC 173-27-200 provides that: (1) After local government approval of a conditional use or variance permit, local government shall submit the permit to the department for the department's approval, approval with conditions, or denim`: The department shall render and transmit to local government and the applicant its final decision approving approving with .conditions, or disapproving the permit within thirty days of the date of submittal by local government pursuant to WAC 173-27-110. (2) The department shall review the complete file submitted by local government on conditional use and variance permits and any other information submitted or available that is relevant to the application. The department shall base its determination to approve, approve with conditions or deny a conditional use permit or variance on consistency with the policy and provisions of the act ar74 except as provided in WAC 173-27-210, the criteria in WAC 173-27-160 and 173-27-170. (3) Local government shall provide timely notification of the department's final decision to those interested persons having requested notaficadon from local government pursuant to WAC 173-27-130. ; II Hearing Examiner Decision L144031 City of Kent Shoreline Variance Page 7 of 10 Conclusions 1. The bearing Examiner has jurisdiction over this application pursuant to TMC 18.104.010. Under that section, shoreline variances are Type 3 decisions. Under RCW 90.58.140 and WAC 173-27-200, the state Department of Ecology shall review a shoreline variance permit and issue a final, decision to approve,approve with conditions, or disapprove the.permit within thirty days of submittal by local government to Ecology. 2. In order to be approved, the applicant must demonstrate that all of the criteria for a shoreline variance are met, 3, The first criterion is that strict application of the bulk, dimensional .or j per1l) m ee standards preclude or significantly interfere with a reasonable use of the property not otherwise prohibited. This criterion is met. The strict application of the 2.5:1 slope standard would require removal of a portion of West 'Valley Highway, and would require the demolition of existing buildings and relocation of current businesses. The levee repair project would be delayed by the resulting need to move the highway and acquire adjacent private properties. Strict adherence to a 2.5:1 slope would also eliminate the ability to incorporate the 6:1 bench on the Iower portion of the bank, which is intended to provide additional flood refuge habitat for migrating Chinook salmon,as well as to provide planting areas that will provide increased shading of the waterway and additional habitat. The applicant's proposed uses, to repair the levee and replace a portion of the trail, are reasonable uses not prohibiter) by the by the Shoreline Master program. The use of the floodwall as part of the proposed design is allowed under the SNP when the presence of existing legal nonconforming structures leave insufficient room for a levee backslope. j 4. The applicant also seeks a variance from the required 18 foot trail width,in order to create the proposed 16-foot wide trail. The trail'is constrained by the location of _ adjacent developed properties, and strict adherence to the required 18-foot width would significantly interfere with the creation of the enhanced riparian zone and flood refuge habitat,which are reasonable uses, 5. The next criterion is that the hardship is specifically related to the property and is the result of unique conditions such as irregular lot shape,size, or natural features and the application of the Master Program, rather than the owner's own actions or deed restrictions; and that the variance is necessary because of these conditions in order to provide the owner with use rights and privileges permitted to other properties in the vicinity and zone in which the property is situated. This criterion is met. The hardship in achieving the 2:5:1 overall slope required by the SMP is caused by the fact that Cneem River Reach I is adjacent West Valley Highway and the two developed private-owned parcels. These conditions were not created by the owner's actions or deed restrictions. The hardship related to required trail width is the result of the location of the existing trail,which is adjacent the levee, Requiring an 18-foot width at this location would result in the loss of proposed habitat area associated with the levee repair project. The proposed I I Hearing Examiner decision L14,0031 City of pent Shoreline variance Page 8 of 10 trail segment width will meet King County trail standards, and will be wider than the existing trail. The variances are necessary in order to provide the applicant with the ability to meet federal levee safety standards and to provide flood protection and wildlife habitat along this Reacb, similar to that permitted to other properties along the Green River, 6. The next criterion is that the design of the project will be compatible with other authorized uses within the area and with uses planned for the area under the comprehensive plan and SMP and will not cause adverse impacts to adjacent properties or the shoreline environment. This criterion is met. The proposed levee design would be compatible with other authorized uses and with uses planned for the area; the utilization of the floodwall design provides flood protection meeting federal standards,. while minimizing intrusion into the adjoining developed properties. The.design would add flood refuge habitat for migrating salmon and add significant amounts of vegetation to the shoreline arm in order to improve habitat. The proposed trail segment would be two feet wider than the existing trail, and would serve as the connecting segment with other portions of the Green River Trail. 7. Although approximately 25 parking stalls on an adjacent commercially developed site would be removed, the loss of the,spaces would not be incompatible with uses that are authorized within the Commercial/Light Industrial Zone. The number of stalls remaining would be sufficient to meet the Code-required ratio of 3 stalls per 1,000 square feet, and the applicant has also noted that the reconfiguration of certain site features (e.g., landscape islands or.re-striping of parking stalls) could make up for the 25 lost stalls. The property owner believes that a ratio of 4 stalls per f,000 square feet is necessary for his tenants, but the potential effect on leases or other business impacts associated with a reduction in parking stalls,are not impacts that may be considered in a shoreline variance decision. The applicant has noted that it will be offering compensation to the property owner. Construction impacts to parking supply in the vicinity would be addressed by the City Engineer,through the authorization of temporary on-street parking. The covenants for the Southcenter South Industrial Park would not limit the City Engineer's authority to authorize on-street parking in this area. 8. The next criterion is that the variance will not constitute a grant of special privilege not enjoyed by other properties in the area. Although the factors here are somewhat unique in that the project is a levee repair and public trail,the variance would not constitute a grant of special privilege. Relief from the slope ratio or the trail width requirements for other properties within the City of Tukwila would be subject to the same shoreline variance criteria. Thus,this criterion is met. 9. The variance must be the minimum to afford relief. The application here is for the minimum relief necessary to achieve the repair of the levee, while minimizing impacts on the parking and drive aisles of private property adjacent the site. The requested two-foot reduction in overall trail width is the minimum necessary to create the new trail segment at this location. Fearing Examiner Decision L14-0031 City of Kent Shoreline Variance Page 9 of 10 10. The next criterion is that the public interest will suffer no substantial detrimental effect. The granting of the variance from the levee profile will allow the levee at Reach 1 to be repaired so as to provide more certain flood protection,while allowing for plantings closer to the river to provide shade, and to provide shallow flood refuge areas for salmon during high flovi times. The new trail segment would be wider than the existing trail.No substantial detrimental effect on the public interest would occur from the proposed 'Variance. 11. Consideration is also to be given to the cumulative impact of additional requests for like actions in the area. The City's SMP anticipates the.necessity of varying the adopted levee profile, due to the developed nature of the shoreline in the city and the number of structures within the shoreline jurisdiction that arc located behind established levees in need of repair. The goals of the City's adopted levee profile are to provide a less steep,more stable levee profile that will add river channel capacity to accommodate high flows, and to provide habitat benefits that are lacking with the existing over- I steepened levees, whose vegetation is limited by Corps of Engineers regulations. The variances from levee profile and trail width are consistent with the SMP goals regarding levee profile,and similar requests for like actions would be measured against the variance criteria and SW goals and policies concerning levee profiles and trail widths. No cumulative impacts are anticipated to result that would not be addressed by the SMP and Codes. 12. Variances from the use regulations of a,shoreline piaster program are prohibited. The variance relief requested is not from the use regulations of the Tukwila SMP. 13. The applicant has demonstrated that extraordinary circumstances exist, that the public interest will suffer no•substandal detrimental effect, and that all.approval criteria for the granting of a shoreline variance have been met by the application. The application should therefore be approved. Decision The City of Kent's application for a Shoreline Variance regarding slope and trail width is approved. Under RCW 90.58.140, the Department of Ecology shall render a final decision approving, approving with conditions, or disapproving a shoreline variance permit. Entered this I a'day ofAugus4 2014. alt__ � � Anne Watanabe Bearing Examiner 1 ' Hearing Examiner Decision L14-0031 City of Kent Shoreline Variance Page 10 of 10 Concerning Further Review TMC 18.44.040 provides that "Arty appeal of a decision by the City on a Shoreline Substantial Development Permit,-Shoreline Conditional Use or Shoreline Variance must be appealed to the Shoreline Hearing Board." i I PIg.Type Tracking Number REFZ rvp 3 '• r 1'riz �OCIO1lk'}d�'vYeW�lti` r v� i -.P 't Permit Not ® Mfiii{0 220 4th!��ehue ® eht WA 98032 5395 (253)$56 55Q0 FAS( (253)'856 6500 D� Dale Submitted w^°� �°* 'www ci kAnt.UJa uslpermitcehter � �° .��rr. a� DEVELOPMCNT gqy g " Projected Review D; e l likes il®�D Routing: l ZI BS ®J PS ( W ® FD . \ It of Copies: Project Name: Zone: k - lftat� Project Location:ZX*1- aF 6 �- �� 2�0 oy2rzo�t- 1 �trd � �"/� Parcel Number:�rizo-rxia3 _ Description of Project: t SECTION 1: General Provisions Name: COY rF Vr (APPLICANT to read and sign): Address; x(Oo t rrrsi_ (5Qu 1,No work of any kind may start until a permit is issued. City: "- -r Zip: i gc 22- 2,The permit may be revoked if any false statements are Phone: 7,S3 - 856a S t made herein. Email: VJ-4un k,t-i. 0U Ywa of 3.If revoked, all work must cease until permit is re-issued. 4.Development shall not be used or.occupied until j Contractor `' a Certificate of Occupancy(Commercial)or Fines( Name: J I n o t Company: _ Inspection(Residential)is issued. Address: 5.The permit will expire if no work is commenced within six months of issuance. City: Zip: (See Construction Standards Section 1.15F) Phone: Fax: 6.Applicant is hereby informed that other permits may Contractor I.D.No: be required to fulfill local,state, and federal regulatory Email: requirements. 7.Applicant hereby gives consent to the Local Administrator Arohlteoi/Engineet or his/her representative to make reasonable Inspections Name:. r s " Com an`: , rare lam+'"" required to verify compliance. Address: 40o W. &o�, &THE APPLICANT,CERTIFIES THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTSTO City: (�ey.C)- Zip: q$�3z- Phone: zs3-B S6- `3S16 Fax: 25'9-06`b -G600 THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. License No: Email; F=L.D.vrgl,o�` ( w'('1.��- ov _- _ APPLIC,ANY'S SIGN, RE: CoRtacf °k� Name: Company: u6 i SM t,. Is. 5 Address: "(ov U,, h"4 DATE: - / 2-0 1 ? a City: •sv.�r' Zip: P9o3^L Phone:Z5-• _9 so,- 5s j( Fax: ZS .g sr& -b 5vo I certify that I have read this application and_A' It e uK Gr E-mail: KL an ti°( t !u o✓ penalty of perjury that the information covtfi erein is correct and complete. I am either the IT � 0 I a property Surveyor " described or I represent the owner or contractor as signified Name: tax� above and am acting with the owner/contractor's full knowledge revs L�5 and consent. Address: qoo t>t/ES+ 60a.e' / ¢ City: i r q 7jp, qe©� Name(pie pri t (_ . Phone: z s-3 $Sb> S Sn a Signature Email: 0 Bowles C9 jz"' "' o✓ Date J i t � i WH1-2 Pwd2063•12/10/08 p, t oft I! � I � i i Flood Zone Permit llc l09e (page 2 of 5) SECTION 2: DESCRIPTION OF WORK (Check all applicable boxes): A.STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ElNew.Structure D Residential(1-4 family) DAddition. -®Residential{More than 4 family) i ®Alteration - .®Non-residential(Floodproofing?DYes) URelocation UCombined Use(Residential&Commercial) UDemolition _ ®Manufactured(Mobile)Home(In Manufactured Home Park? DYes) O Replacement ESTIMATED COST OF PROJECT$ MARKET VALUE OF EXISTING STRUCTURE B.OTHER DEVELOPMENT ACTIVITIES UClearing 0HII UMlning ®Drilling Grading ®Excavation(Except for structural development checked above) UWatercourse alteration(Including dredging and channel modifications) ®Drainage improvements(Including culvert work) I]Road,street or bridge construction ❑Subdivision(New or expansion) i Dlndividual water or sewer system " DOther(Please specify) " After completing SECTION 2,APPLICANT should submit form to the Local Administrator for review. SECTION 3: Ploodplan Determination (To be completed by the Administrator): s The proposed development is located on FIRM Panel No. ( 7 Dated 1 ! G t t r WaWshed The Proposed Development. D ls'�VgT located in a Special Flood Hazard Area(Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). El Is partially located in the Special Flood Hazard Area, but building/development is NOT. I Flood Zone Pelr ®t Application (page 3 of 5) Is located in a Special Flood Hazards Area FIRM zone designation Is r (00d(,Q(x `100-Year'flood elevation at the site ft. NGVD (MSL) IlUnavallable ElSubstantial Improvement= Estimated Cost (50%) ®Yes ®No Market Value (250%) AIIs located in the floodway. FBFM Panel No. LP-7 Dated (if different from the FIRM panel and date) ❑See section 4 for additional instructions. SIGNED: DATE; SECTION 4: Additional Information Required (To be completed by the Administrator): The applicant must submit the documents checked below before the application can be processed: ❑A site plan showing the location of all existing structures,water bodies, adjacent roads, lot dimensions, and proposed development. LJI I Development plans, drawn to scale,and specifications, including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), proposed elevation of crawl space, proposed elevation of lowest adjacent grade, types of water-resistant materials used below the first floor, details of floodproofing of utilities located below the first floor, and details of enclosures below the first floor. Also, I GlSubdivision or other development plans. (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser,the applicant must provide"100-year"flood elevations if they are not otherwise available). Pans showing the extent of watercourse relocation and/or landform alterations. ®Change in water elevation (in feet) Meets ordinance limits on elevation increases ©Yes EJINo ©Top of new compacted fill elevation ft.NGVD (MSL). 9Floodproofing protection level (non-residential only ft.NGVD(MSL).For fioodproofed structures, applicant must attach certification from registered engineer or architect. I i I I i Flood Zone Permit Application (page 4 of 5) OCertification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the"100-year"flood.A copy of all data and hydraulic calculations supporting this finding must also be submitted. ' other; r SECTION 5: Permit Determination (ro be completed by the Administrator): j I have determined that the proposed activity:A.As B. ®Is not in conformance with provisions of City Code# ' U` 20 � .The permit is issued subject to the conditions attached to and made part of this permit. SIGNED: J )c c DATE: If box A is checked,the Local Administrator may Issue a Development Permit upon payment of designated fee. If box B is checked,the Local Administrator will provide a written summary of deficiencies.Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from Board of Appeals. Application# APPEALS: Appealed to Board of Appeals? ®Yes ®No i Hearing date: Appeals Board Decision -Approved? ❑Yes ®No R_easons Conditions: I I I SECTION G: Permit Determination(To be submitted by APPLICANT before Certification of Compliance is issued): The following information must be provided for structures that are part of this application.This section must be completed by a registered professional engineer or a licensed land surveyor(or attach a certification to this application).Complete 1 and 2 below. 1.Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest horizontal structural member of the lowest floor, excluding piling(s) and columns) NGVD (MSQ, 2.Actual (As Built) Elevation of floodproofing protection is ft. NGV�D (MSL). �(Q.\ f} "�,y�}rff'.. kt..:�._ { C.v ( I Flood Zone Permit PRO'CatiOn (page S of S) SECTION 7: Compliance .fiction (To be completed by Local Administrator): The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. j INSPECTIONS DATE: _____ BY DEFICIENCIES? ®Yes ®No DATE: BY DEFICIENCIES? ®Yes ®No DATE: BY DEFICIENCIES? JYes ®No I SECTION 8: Certificate of Compliance(To be completed by Local Administrator): I Certificate of Compliance issued: DATE: BY is j li i i i I i , i I DEPARTMENT OF AR6HAEOLOGY& Allyson Brooks Phn-Director HISTORIC PRESERVATION State Historic Preservation Officer nog W imp,rue Future I March 27, 2013 I Mr. David Radabaugh Department of Ecology PO Box 47600 Lacey, Washington98504-7600 Re: Briscoe-Desimone Levee Improvement Project Log No: 032713-03-ECY Dear Mr. Radabaugh: We have been contacted by Ms. Robyn Burtch, City of Kent Public Works pursuant to Executive Order 05-05, We have reviewed the materials she provided for the proposed Briscoe-Desimone i Levee Improvement Project, King County,Washington. We concur with a determination of No cultural resources impacts. We would appreciate receiving any correspondence or comments from concerned tribes or other parties that you receive as you consult under the requirements of Executive Order 05-05 In the event that archaeological or historic materials are discovered during project activities, work in the immediate vicinity must stop,the area secured, and the concerned tribes and this department notified. These comments are based on the information available at the time of this review and on the behalf of the State Historic Preservation Officer. Should additional information become available, our assessment may be revised. Thank you for the opportunity to comment and a copy of these comments should be included in subsequent environmental documents. Sincerely, . I Robert G.Whitlam, Ph.D. State Archaeologist (360) 586-3080 email: rob.whitlarn@dahp.wa.gov T � State of Washington ° Department of Archaeology&Historic Preservation P.O. Box 48343 • Olympia,Washington 98504-8343 • (360) 586-3065 _ www.dahp.wa.gov y GEOTECHNICAL MEMO AND BORINGS A copy of the Geotechnical Data Report and Addendum can be obtained at: www.kontwa.gov/proctArement i Briscoe-Desimone Levee Reach 11Casteel A - 6 November 14, 2014 Project Number: 09-3011.5 i PREVAILING WAGE RATES I Briscoe-Desimone Levee Reach 1 JCasteel A - 7 November 14, 2014 Project Number: 09-3011.5 Page 1 of 17 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 11/03/2014 C�nt Trade Job Classification WgRe IHolidaylOvertime Note King Asbestos Abatement Workers Journey.Level $42.67 5D 1 H King Boilermakers Journey Level $64.44 5N 1C King Brick Mason Brick And Block Finisher $44.46 5A IM King Brick Mason Journey Level $51.32 5A 1M ,King Brick Mason Pointer-Caulker-Cleaner $51.32 5A 1M King Building, Service Employees Janitor $21.29, 55 2F King Building Service Employees Traveling Waxer/Shampooer $21.70 5S 2F King Building Service Employees Window Cleaner (Non-Scaffold) $24.94 5S 2F King Building Service Employees Window Cleaner (Scaffold) $25.80 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $52.32 5D Im King Carpenters Bridge, Dock And Wharf $52.32 51) im Carpenters King Carpenters Carpenter $52.32 5D Im King Carpenters Carpenters on Stationary Toots $52.45 5D IM King Carpenters Creosoted Material $52.42 So IM King Carpenters Floor Finisher $52.32 5D IM King Carpenters Floor Layer $52.32 5D 1M King Carpenters Scaffold Erector $52.32. 5D 1M King Cement Masons Journey Level $52.38 7A 1M King Divers & Tenders Diver $105.37 5D im 8A King Divers a Tenders Diver On Standby $59.50 5D 1M King Divers Et Tenders Diver Tender $54.82 5D IM King Divers ft Tenders Surface Rcv Et Rov Operator $54.82 5D Im King Divers ft Tenders Surface Rcv B Rov Operator $51.07 5A 1B Tender King qcc�dge�NorkeIs Assistant Engineer $53.00 5D 3F King Dredge�Workerss Assistant Mate (Deckhand) $52.58 5D 3F httnc- //fnrtracQ 1AIn rinif/In i/xm nn Inn L-i in/nrxAAIaria Inn iei in ncnv 11 /901 A Page 2 of 17 King DredPe Workers Boatmen $52.301 5D 3F King Dredge Workers Engineer Welder $54.04 5D 3F King DreceNorkers Leverman, Hydraulic $55.17 5D 3F King Dredge Workers Mates $52.30 5D 3F King Dredge Workers Oiler $52.58 5D 3F King 7rywalt_AP piicator Journey Level $52.32 5D 1 H King Dr vwalt Tapers Journey Level $52.37 5P 1E King Electrical Fixture Maintenance Journey Level $25.84 5L I Workers 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 "King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor 5hoop Journey Level $14.69 1 King Electricians - Powerline Cable Splicer $68.33 5A 4A Construction King Electricians - Powerline Certified Line Welder $62.50 5A 4A Construction King Electricians - Powertine Groundperson $42.56 5A 4A Construction King Electricians - Powertine Heavy Line Equipment $62.50 5A 4A Construction Operator King Electricians - Powerline Journey Level Lineperson $62.50 5A 4A Construction King Electricians - Powertine Line Equipment Operator $52.47 5A 4A Construction King Electricians - Powerline Pole Sprayer $62.50 5A 4A Construction King Etectrician_s__Powerline Powderperson $46.55 5A 4A Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $80.14 7D 4A King Elevator Constructors Mechanic In Charge $86.771 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $15.25 5B 111 Products Work Only King Fence Erectors Fence Erector $15.18 1 King F_tage Journey Level $36.17 7A 31 King Glaziers Journey Level $54.91 7L ty King Heat & Frost Insulators And Journeyman $60.93 5J 1s Asbestos Workers King Heating Equ pment Mechanics Journey Level $70.37 7F 1 E King Hod Carriers & Mason Tenders Journey Level $44.001 7A 31 King ndustrial Power Vacuum Journey Level 1 $9.321 1 https://fortress.wa.qov/lni/wagelookup/prvWagelookup.aspx 11/3/2014 Page 3 of 17 Cleaner King Inland Boatmen Boat Operator $54.57 5B 1K King Inland Boatmen Cook $50.95 5B 1K King Inland Boatmen Dockhand $51.19 5B 1K King Inland Boatmen Deckhand Engineer $52.18 58 1K King Inland Boatmen Launch Operator $53.40 5B 1K King inland Boatmen Mate $53.40 5B 1K King InsuectionMeaning/Sealing Of Cleaner Operator, Foamer $31.49 1 Sewer tt Water Systems By Operator Remote Control King Inspection/Iteaning/Sealing Of Grout Truck Operator $11.48 1 Sewer It Water Systems By Remote Control King Inspection/Cleaning Seating Of Head Operator $24.91 1 Sewer &Water Systems By Remote Control King Inspection/Cleaning/Seating Of Technician $19.33 1 Sewer Q Water Systems By Remote Control King InspectionJCteaningtSeatinQ Of Tv Truck Operator $20.45 1 Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $52.32 5D 1M King Ironworkers Journeyman $61.62 7N 10 King Laborers Air, Gas Or Electric Vibrating $42.67 7A 31 Screed King Laborers Airtrac Drill Operator $44.00 7A 31 King Laborers Ballast Regular Machine $42.67 7A 31 King Laborers Batch Weighman $36.17 7A 31 King Laborers Brick Pavers $42.67 7A 31 King Laborers Brush Cutter $42.67 7A 31 King Laborers Brush Hog Feeder $42.67 7A 31 King Laborers Burner $42.67 7A 31 King Laborers Caisson Worker $44.00 7A 31 King Laborers Carpenter Tender $42.67 7A 31 King Laborers Caulker $42.67 7A 31 King Laborers Cement Dumper-paving $43.46 7A 31 King Laborers Cement Finisher Tender $42.67 7A 31 King Laborers Change House Or Dry Shack $42.67 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $42.67 7A 31 King Laborers Chipping Gun(30 Lbs. And $43.46 7A 31 Over) King Laborers Choker Setter $42.67 7A 31 King Laborers Chuck Tender $42.67 7A 31 King Laborers Clary Power Spreader $43.46 7A 31 King Laborers Clean-up Laborer $42.67 7A 31 King Laborers Concrete Dumper/chute $43.46 7A 3I httnc !(fnrtrocc xhin nnw/Inifinrann I nnLi in JnrAAA/nnnInn Lein acne 11 /q 1,)n1A Page 4 of 17 Operator King Laborers Concrete Form Stripper $42.67 7A 31 King laborers Concrete Placement Crew $43.46 7A 31 King Lab r.ers Concrete Saw Operator/core $43.46 7A 31 Driller King Laborers Crusher Feeder $36.17 7A 31 King Laborers Curing Laborer $42.67 7A 31 King Laborers Demolition: Wrecking Et Moving $42.67 7A 31 (inct. Charred Material) King Laborers Ditch Digger $42.67 7A 31 King Laborers Diver $44.00 7A 31 King Laborers Drill Operator $43.46 7A 31 (hydraulic,diamond) King Laborers Dry Stack Walls $42.671 7A 31 King Laborers Dump Person $42.67 7A 31 King Laborers Epoxy Technician $42.67 7A 31 King Laborers Erosion Control Worker $42.67 7A 31 King Laborers Faller a Bucker Chain Saw $43.46 7A 31 King Laborers Fine Graders $42.67 7A 31 King Laborers Firewatch $36.17 7A 31 King Laborers Form Setter $42.67 7A 31 King Laborers Gabian Basket Builders $42.67 7A 31 King Laborers General Laborer $42.67 7A 31 King Laborers Grade Checker a Transit $44.00 7A 31 Person King Laborers Grinders $42.67 7A 31 King Laborers Grout Machine Tender $42.67 7A 31 King Laborers Groutmen (pressure)including $43.46 7A 31 Post Tension Beams King Laborers Guardrail Erector $42.67 7A 31 King Laborers Hazardous Waste Worker (level $44.00 7A 31 A) King Laborers Hazardous Waste Worker (level $43.46 7A 31 B) King Laborers Hazardous Waste Worker (level $42.67 7A 31 C) King Laborers High Scaler $44.00 7A 31 King Laborers Jackhammer $43.46 7A 31 King Laborers Laserbeam Operator $43.461 7A 31 King Laborers Maintenance Person $42.67 7A 31 King Laborers Manhole Builder-mudman $43.46 7A 31 King Laborers Material Yard Person $42.67 7A 31 King Laborers Motorman-dinky Locomotive $43.46 7A 31 King Laborers Nozzleman (concrete Pump, $43.46 7A 31 Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete a https://fortress.wa.qov/lni/wagelookup/prvWagelookup.aspx 11/3/2014 Page 5 of 17 Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $43.46 7A 31 King Laborers Pilot Car $36.17 7A 31 King Laborers Pipe Layer Lead $44.00 7A 31 King Laborers Pipe Layer/tailor $43.46 7A 31 King Laborers Pipe Pot Tender $43.46 7A 31 King Laborers Pipe Reliner $43.46 7A 31 King Laborers Pipe Wrapper $43.46 7A 31 King Laborers Pot Tender $42.67 7A 31 King Laborers Powderman $44.00 7A 31 King Laborers Powderman's Helper $42.67 7A 31 King Laborers Power Jacks $43.46 7A 31 King Laborers Railroad Spike Putter - Power $43.46 7A 31 King Laborers Raker -Asphalt $44.00 7A 31 King Laborers Re-timberman $44.00 7A 31 King Laborers Remote Equipment Operator $43.46 7A 31 King Laborers Rigger/signal Person $43.46 7A 31 King Laborers Rip Rap Person $42.67 7A 31 King Laborers Rivet Buster $43.46 7A 31 King Laborers Rodder $43.46 7A 31 King Laborers Scaffold Erector $42.67 7A 31 King Laborers Scale Person $42.67 7A 31 King Laborers Sloper (over 20") $43.46 7A 31 King Laborers Stoper Sprayer $42.67 7A 31 King Laborers Spreader (concrete) $43.46 7A 31 King Laborers Stake Hopper $42.67 7A 31 King Laborers Stock Piler $42.67 7A 31 King Laborers Tamper Et Similar.Electric, Air $43.46 7A 31 Et Gas Operated Tools King Laborers Tamper (multiple Et Self- $43.46 7A 31 propelled) King Laborers Timber Person - Sewer (lagger, $43.46 7A 31 Shorer 0 Cribber) King Laborers Toolroom Person (at Jobsite) $42.67 7A 31 King Laborers Topper $42.67 7A 31 King Laborers Track Laborer $42.67 7A 31 King Laborers Track Liner (power) $43.46 7A 31 King Laborers Traffic Control Laborer $38.68 7A 31 8R King Laborers Traffic Control Supervisor $38.68 7A 31 8R King Laborers Truck Spotter $42.67 7A 3t King Laborers Tugger Operator $43.46 7A 31 King Laborers Tunnel Work-Compressed Air $64.99 7A 31 8Q Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $70.02 7A 31 8 httnc• //fnrtrncc xAin nnv/Ini AAInnaInnL i in/nr%ANan aInnhi in acne '1 9 /R/'7r)1 A Page 6 of 17 Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $73.70 7A 31 8Q. Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $79.40 7A 31 80 Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $81.52 7A 31 8Q Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $86.62 7A 31 Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $88.52 7A 31 8Q Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $90.52 7A 31BQ Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $92.52 7A 31 BQ Worker 72.01-74.00 psi ,King Laborers Tunnel Work-Guage and Lock $44.10 7A 31 88 Tender King Laborers Tunnel Work-Miner $44.10 7A 31 King Laborers Vibrator $43.46 7A 31 King Laborers Vinyl Seamer $42.67 7A 31 King Laborers Watchman $32.87 7A 31 King Laborers Welder $43.46 7A 31 King Laborers Well Point Laborer $43.46 7A 31 King Laborers Window Washer/cleaner $32.87 7A 31 King Laborers-- Underground Sewer General Laborer £t Topman $42.67 7A 31 & Water King Laborers - Underground Sewer Pipe Layer $43.46 7A 3I a Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $52.32 5D 1H King Marble Setters Journey Level $51.32 5A 1M King Metal Fabrication {In Shop} Fitter $15.861 1 King Metal Fabrication {In Shop} Laborer $9.78 1 King Metal Fabrication In She Machine Operator $13.04 1 King Metal Fabrication {in Shop) Painter $11.10 1 King Metat Fabrication (Sn Shap} Welder $15.48 1 King Millw+Lght Journey Level $53.42 5D 1M King Modular Buitdings Cabinet Assembly $11.56 1 King Modular Buitdings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King by utar Buildings Plumber $11.56 1 King Modular Buiidinys Production Worker $9.40 1 https://fortress.wa.qov/lni/wagelookup/prvWagelookup.asl)x 11/3/2014 Page 7 of 17 King Modutar Buildings Tool Maintenance $11.561 1 King Modutar Buildings Utility Person $11.56 1 King Modutar Buildings Welder $11.56 1 King Painters Journey Level $37.80 6Z 2B King Pite Driver Journey Level $52.57 5D 1M King Plasterers Journey Level $50.42 77Q 111 King Playground & Park Equipment Journey Level $9.32 1 Installers King Plumbers & Pipefitters Journey Level $74.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $55.24 7A 3C 8P King Power Equipment Operators Assistant Engineer $51.77 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $54.75 7A 3C 8P `! King _Power Equipment Operators Batch Plant Operator, $54.75 7A 3C 8P Concrete King PowerEauipment Operators Bobcat $51.77 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition $51.77 7A 3C 8P Equipment King Power Equipment Operators Brooms $51.77 7A 3C 8P King Power Equipment Operators Bump Cutter $54.75 7A 3C 8P King Power Equipment Operators Cableways $55.24 7A 3C 8P King Power Equipment Operators Chipper $54.75 7A 3C 8P King Power Equipment Operators Compressor $51.77 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount $55.24 7A 3C 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $51.77 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $54.33 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $54.75 7A 3C 8P With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $54.33 7A 3C 8P King Power Equipment Operators Cranes: 20 Tons Through 44 $54.75 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $55.79 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 Tons To 300 Tons, $56.36 7A 3C 8P Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: 45 Tons Through 99 $55.24 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $51.77 7A 3C 8P Under htfnc //fnrtrncc 1Ara nnXIAniAAra InnL-iin/nrv\Nann Inn Lei in acne 1 /Z/?n-IA Page 8 of 17 King Power Equi np exit Operators Cranes: Friction 100 Tons $56.36 7A 3C 8P Through 199 Tons King Power Equipment Operators Cranes: Friction Over 200 Tons $56.92 7A 3C 8P King Power_Eguipment Operators Cranes: Over 300 Tons Or 300' $56.92 7A 3C 8P Of Boom (including Jib With Attachments) King Power Cgu pment Operators Cranes: Through 19 Tons With $54.33 7A 3C 8P Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $54.75 7A 3C 8P King Power E_ggjpment Operators Deck Engineer/deck Winches $54.75 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $55.24 7A 3C 8P f King Power_Etuipment Operators Dozers D-9 Et Under $54.33 7A 3C 8P King Powererators Drill Oilers: Auger Type, Truck $54.33 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $54.751 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $51.77 7A 3C 8P Permanent And Shaft Type King Power Eouipment Operators Finishing Machine, Bidwell And $54.75 7A 3C 8P Gamaco E Similar Equipment King Power Equipment gpratars Forklift: 3000 Lbs And Over $54.33 7A 3C 8P With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. With $51.77 7A 3C 8P Attachments King Power Equipment Operators Grade Engineer: Using Blue $54.75 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $51.77 7A 3C 8P King Power Equipment Operators Guardrail Punch $54.75 7A 3C 8P King Power Eouipment Operators Hard Tail End Dump $55.24 7A 3C 8P Articulating Off- Road Equipment 45 Yards. i3 Over King Power Equipment Operators Hard Tail End Dump $54.75 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Pawer Equipment Operators Horizontal/directional Drill $54.33 7A 3C 8P Locator King Power Equ pment Operators Horizontal/directional Drill $54.75 7A 3C 8P Operator King Power Eouipment Operators Hydralifts/boom Trucks Over $54.33 7A 3C 8P 10 Tons King Power Eouipment Operators Hydralifts/boom Trucks, 10 $51.77 7A 3C 8P Tons And Under King Poweruigment Operators Loader, Overhead 8 Yards. Et $55.79 7A 3C 8P Over King Power®,Equpment Operators Loader, Overhead, 6 Yards. But $55.24 7A 3C 8P Not Including 8 Yards King Rower Eoumeat Operators Loaders, Overhead Under 6 $54.75 7A 3C 8P Yards https://fortress.wa.qov/lni/wagelookup/prvWagelookup.asl)x 11/3/2014 Page 9 of 17 King Power Equipment Operators Loaders, Plant Feed $54.751 7A 3C I 8P King Rower Eguipment Operators Loaders: Elevating Type Belt $54.33 7A 3C 8P King Power Equipment 0 erators Locomotives, All $54.75 7A 3C 8P King Power Equipment Operators Material Transfer Device $54.75 7A 3C 8P King Power Equipment Operators Mechanics, All (teadmen - $55.79 7A 3C 8P $0.50 Per Hour Over Mechanic) King Power EquipmentOerators Motor Patrol Grader - Non- $54.33 7A 3C 8P finishing King Eq�E Equipment Operators Motor Patrol Graders, Finishing $55.24 7A 3C 8P King Power Equipment Operators Mucking Machine, Mote, Tunnel $55.24 7A 3C 8P Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $51.77 7A 3C 8P Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $54.33 7A 3C 8P _ Mantifts), Air Tuggers,strato King Power Equipment operators Overhead, Bridge Type Crane: $54.75 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $55.79 7A 3C 8P Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $55.24 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $51.77 7A 3C 8P King Power Equipment Ope�orators Pile Driver (other Than Crane $54.75 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $54.33 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $51.771 7A 3C I 8P ,King Power Equipment Operators Power Plant $51.77 7A 3C 8P King Power Equipment Operators Pumps -Water $51.77 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, DI 0 And Over $55.24 7A 3C 8P King Power Equipment Operators Quick Tower- No Cab, Under $51.77 7A 3C 8P 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $55.24 7A 3C 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $51.77 7A 3C 8P King Power Equipment Operators Rollagon $55.24 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $51.77 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $54.33 7A 3C SP Materials King Power Equipment Operators Roto-mill, Roto-grinder $54.75 7A 3C 8P King Power Equipment Operators Saws - Concrete $54.33 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $54.75 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete a Carry All $54.33 7A 3C 8P King Power Equipment Operators Scrapers, Self-propelled: 45 $55.24 7A 3C 8P httnc- //fnrtrncQ XA1n aQnv 11 /1/9nl A Page 10 of 17 Yards And Over King Power Equipment operators Service Engineers - Equipment $54.33 7A 3C 8P King Power Equipment Operators Shotcrete/gunite Equipment $51.77 7A 3C 8P King Power Eguli went Operators Shovel , Excavator, Backhoe, $54.33 7A 3C 8P Tractors Under 15 Metric Tons. King jLgwtrE:gQrnent Operators Shovel, Excavator, Backhoe: $55.24 7A 3C 8P !' Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $54.75 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power E ui ment O erators Shovel, Excavator, Backhoes: $55.79 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $56.36 7A 3C 8P Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $55.24 7A 3C 8P King Power Eauioment Operators Spreader, Topsider & $55.24 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $54.75 7A 3C 8P ` King Power Equipment Operators Tower Bucket Elevators $54.33 7A 3C 8P King Power Equipment o en rs Tower Crane Over 175'in $56.36 7A 3C 8P 'l Height, Base To Boom King Power Equa�ment Operators Tower Crane Up To 175' In $55.79 7A 3C 8P Height Base To Boom King Power E ui meat O erators Transporters, All Track Or $55.24 7A 3C 8P Truck Type King power E ui ment OppratoE Trenching Machines $54.33 7A 3C 8P King Power Eauioment Operators Truck Crane Oiler/driver - 100 $54.75 7A 3C 8P Tons And Over King Power Equ pment Operators Truck Crane Oiler/driver Under $54.33 7A 3C 8P 100 Tons ,King Power Equipment Operators Truck Mount Portable Conveyor $54.75 7A 3C 8P King Power Equipment Operators Welder $55.24 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farmalt Type $51.77 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $54.75 7A 3C 8P King Power,Ecytaipment Operators- Asphalt Plant Operators $55.24 7A 3C 8P Unde,round Sewer &Water King Power Eauioment Operators- Assistant Engineer $51.77 7A 3C 8P Underground Sewer &Water King Power EggLprntnt Operators- Barrier Machine (zipper) $54.75 7A 3C 8P Underground Sewer &Water King Power Equipment Operators- Batch Plant Operator, $54.75 7A 3C 8P Underground Sewer 8: Water Concrete King Power Equipment Operators- Bobcat $51.77 7A 3C 8P UrccJerg ound Sewer & Water King Power Egui meat Operators- Brokk - Remote Demolition $51.77 7A 3C 8P Underground Sewer fi Water Equipment King Power Egument Operators Brooms $51.77 7A 3C 8P 111nd.eraround Sewer &Water https://fortress.wa.qov/Ini/wagelookup/prvWagelookup.aspx 11/3/2014 Page 11 of 17 King Power Equipment Operators- Bump Cutter $54.75 7A 3C 8P Underground Sewer F±Water I King Power Equipment Opera ors- Cableways $55.24 7A X 8P Underground Sewer Et Water King Chipper $54.75 7A 3C 8P Underground Sewer ft Water King Power Equipment Operators- Compressor $51.77 7A 3C 8P qndeLg,rqund Sewer B: Water King Power Equipment Operators- Concrete Pump: Truck Mount $55.24 7A X 8P jjnLeLg.rQLnd Sewer & Water With Boom Attachment Over 42 M King Power EggjRMgnLQ2gLjj_tors- Concrete Finish Machine -laser $51.77 7A 3C 8P Underground Sewer a Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $54.33 7A X 8P Underground Sewer a Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $54.75 7A 3C 8P Underground Sewer R Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 20 Tons Through 44 $54.75 7A 3C SP Underground Sewer Et Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $55.79 7A X 8P Underground Sewer Et Water Tons, Or 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $56.36 7A X 8P Underg round Sewer ft Water Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: 45 Tons Through 99 $55.24 7A 3C 8P Underground Sewer Et Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $51.77 7A X 8P Underground Sewer Ft Water Under King Power Equipment Operators- Cranes: Friction 100 Tons $56.36 7A 3C 8P Underground Sewer Et Water Through 199 Tons King Power Equipment Operators- Cranes: Friction Over 200 Tons $56.92 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: Over 300 Tons Or 300' $56.92 7A 3C 8P Underground Sewer Et Water Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: Through 19 Tons With $54.33 7A X 8P Underground Sewer a Water Attachments A-f rame Over 10 Tons King Power Equipment Operators- Crusher $54.75 7A 3C 8P Underground Sewer Et Water King Rower Equipment Operators- Deck Engineer/deck Winches $54.75 7A X 8P Underground Sewer Ft WaterI(power) I i King Power Equipment Operators- I Derricks, On Building Work $55.24 7A jC 8P httnc- //fnrtracQ XAM ncnv 11 /0,/*?01 A Page 12 of 17 UeeLgi ound Sewer & Water King r2wer Equioment Operators- Dozers D-9 & Under $54.33 7A 3C 8P underground Sevaer at Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $54.33 7A 3C 8P Underground Sewer it Water Or Crane Mount King Power Ec rment Operators Drilling Machine $54.75 7A 3C 8P Under round Sewer & Water King Powe;_EgsjnentOperators- Elevator And Man-lift: $51.77 7A 3C 8P Underground Sewer &Water Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell And $54.75 7A 3C 8P Underground Sewer & Water Gamaco & Similar Equipment King Power Egment Operators- Forklift: 3000 Lbs And Over $54.33 7A 3C 8P Un_dereround Sewer &Water With Attachments King Power Equipment pperatorsn Forklifts: Under 3000 Lbs. With $51.77 7A 3C 8P Underground Sewer is Water Attachments King Power Equrpment Operators_ Grade Engineer: Using Blue $54.75 7A 3C 8P Underground Sewer& Water Prints, Cut Sheets, Etc King Power Egu pment 0 ergs- Gradechecker/stakeman $51.77 7A 3C 8P Underground Sewer &_Water King Power Equipment Operators- Guardrail Punch $54.75 7A 3C 8P Underground Sewer & Water King Power Equipment 0 -_r t rs Hard Tail End Dump $55.24 7A 3C 8P Underground Sewer at Water Articulating Off- Road Equipment 45 Yards. £t Over King Power Equipment Operators- Hard Tail End Dump $54.75 7A 3C 8P Undergrgund Sewer& Water Articulating Off-road Equipment Under 45 Yards King Power Eouipment Operators- Horizontal/directional Drill $54.33 7A 3C 8P Undergrgund Sewer& Water Locator King Power EguiprnenOperators- Horizontal/directional Drill $54.75 7A 3C 8P Under round Sewer& Water Operator King Pgwer Eouipment Operators- Hydralifts/boom Trucks Over $54.33 7A 3C 8P Undergrgund Sewer£t Water 10 Tons King Power_Ecuipment Operators- Hydralifts/boom Trucks, 10 $51.77 7A 3C 8P Under round Sewer Et Water Tons And Under King Power Eouipment Operators- Loader, Overhead 8 Yards. & $55.79 7A 3C 8P Underaround Sewer a Water Over King Power Eouipment Operators- Loader, Overhead, 6 Yards. But $55.24 7A 3C 8P it Underground Sewer Et Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $54.75 7A 3C 8P Underground Sewer &Water Yards King Power _q iyrngnt Operators- Loaders, Plant Feed $54.75 7A 3C 8P Undgrgrgrm,d Sewer & Water King Power Equipment Operators-_ Loaders: Elevating Type Belt $54.33 7A 3C 8P Underground Sewer &Water King Power Equjp tt Operators- Locomotives, AU $54.75 7A 3C 8P Underground Sewer &Water King Power Equipment Operators- Material Transfer Device $54.75 7A 3C 8P Underground Sewer £t Water King Power' Equipment Operators- Mechanics, Alt (teadmen - $55.79 7A 3C 8P https://fortress.wa.qov/Ini/wagelookup/prvWagelookup.aslDx 11/3/2014 Page 13 of 17 Underground Sewer rt Water $0.50 Per Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Grader - Non- $54.33 7A X 8P Undff�;Crind Sewer 8:Water finishing R King Power Equipment Operators- Motor Patrol Graders, Finishing $55.24 7A 3C 8P jjjnfrg ound Sewer a Water King Power EoujQrqe�nt Qperators- Mucking Machine, Mote, Tunnel $55.24 7A 3C 8P Underground Sewer Et Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $51.77 7A 3C 8P LildeEground Sewer Et Water Distribution Et Mulch Seeding Operator King Power EggjqMgnt.Operators- Outside Hoists (elevators And $54.33 7A 3C 8p (Underground Sewer It Water ManLifts), Air Tuggers,strato King Lower E Overhead, Bridge Type Crane: $54.75 7A 3C 8P Underground Sewer Et Water 20 Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 $55.79 7A 3C 8P Underground Sewer ft Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $55.24 7A 3C 8P Underground Sewer a Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $51.77 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $54.75 7A 3C 8P Undergr ound Sewer Et Water Mount) King Power Equipment Operators- Plant Oiter - Asphalt, Crusher $54.33 7A 3C 8P Underground Sewer 8: Water King Power Equipment Operators- Posthote Digger, Mechanical $51.77 7A X 8P Undergr ound Sewer 8: Water King Power Equipment Operators- Power Plant $51.77 7A 3C 8P Underground Sewer F± Water King Power Equipment Operators- Pumps -Water $51.77 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D 10 And Over $55.24 7A 3C 8P Underground Sewer Bt Water King Power Equipment Operators- Quick Tower - No Cab, Under $51.77 7A 3C 8P Underground Sewer F± Water 100 Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On $55.24 7A 3C 8P Underground Sewer Ft Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bettman $51.77 7A 3C 8P —Underground Sewer Ft Water King Rottagon $55.24 7A 3C 8P Underground Sewer rt Water King Power Equipment Operators- Roller, Other Than Plant Mix $51.77 7A 3C 8P Underground Sewer It Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $54.33 7A 3C 8P Underground Sewer Ft Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $54.75 7A 3C 8P Underground Sewer 6:WaterI King Power Eguipment Operators- Saws- Concrete $54.33 7A 3C 8P httnc //fni-tracc %Aln nnNi/IniAA1nna1nn1e1 in/nr%AA1nnaInr%I,,i in ncnv 11 J2 19M A Page 14 of 17 Underground Sewer & Water I King Power Equipment Operators- Scraper, Self Propelled Under $54.75 7A 3C 8P Underground Sewer Ft Water 45 Yards King PoweEEgujaggentOperators- Scrapers - Concrete Et Carry All $54.33 7A 3C 8P - — — Underground Sewer & Water King Power EgujDment Operators- Scrapers, Self-propelled: 45 $55.24 7A 3C 8P qndergr )und Sewer 8: Water Yards And Over i� - - King Lower Equipment Operators- Service Engineers - Equipment $54.33 7A 3C 8P .Underground Sewer a Water King Rower Egu,�rnent Operators_ Shotcrete/gunite Equipment $51.77 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $54.33 7A X 8P .Underground Sewer 8: Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $55.24 7A 3C 8P Underground Sewer a Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment OperatqLs- Shovel, Excavator, Backhoes, $54.75 7A 3C 8P Underground 5gLwL-r It Water Tractors: 15 To 30 Metric Tons King Power Egurpment Operators- Shovel, Excavator, Backhoes: $55.79 7A 3C 8P Underground�Sewer Ft Water Over 50 Metric Tons To 90 Metric Tons King Shovel, Excavator, Backhoes: $56.36 7A 3C 8P Underground Sewer Vt Water Over 90 Metric Tons g— � King Power Equipment Operators- Slipform Pavers $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Ope ators- Spreader, Topsider Et $55.24 7A 3C 8P jjncLer_qround $L�ygr kF+-—Water Screedman - King Power Eouiornent Operators- Subgrader Trimmer $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Crane Over 175'in $56.36 7A 3C 8P Under round Sewer &Water Height, Base To Boom King Power Equipment Open atojrs- Tower Crane Up To 175' In $55.79 7A 3C 8P Underground Sewer Et Water Height Base To Boom King Power Equipment Operators- Transporters, All Track Or $55.24 7A X 8P Underground Sewer Et Water Truck Type King Power Equipment Operators- Trenching Machines $54.33 7A X SP .Underground Sewer Ft Water King Truck Crane Oiler/driver - 100 $54.75 7A X 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver Under $54.33 7A X 8P Underground Sewer a Water 100 Tons I King Power Eguipment QpgraWs- Truck Mount Portable Conveyor $54.75 7A 3C 8P Underground Sewer Et Water King Pmyrr Equipment Operators- Welder $55.24 7A 3C 8P .Underground Sewer k-±Iaer King Power Equipment Operators- Wheel Tractors, Farmall. Type $51.77 7A X 8P jJ9(jq�E(2gnd Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $54.75 7A 3C 8P https://fortress.wa.qov/lni/waqelookup/prvWaqelookup.aspx 11/3/2014 Page 15 of 17 Under round Sewer a Water King Power Line Clearance Tree Journey Level In Charge $44.86 5A 4A Trimmers King Power Line Clearance Tree Spray Person $42.58 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $44.86 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $40.08 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $30.20 5A 4A Trimmers King Refrigeration a Air Journey Level $72.46 6Z 1 G Conditioning Mechanics King Residential Brick Mason Journey Level $51.32 5A 1M King Residential Carpenters Journey Level $28.20 1 :King Residential Cement Masons Journey Level $22.641 1 King Residential Drywall Applicators Journey Level $40.14 5D 1M King Residential Drywall Tapers Journey Level $52.37 5P 1 E King Residential Electricians_ Journey Level $30.44 1 King Residential Glaziers Journey Level $36.20 7L 1 H King Residential Insulation Journey Level $26.28 1 Applicators King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers Et Journey Level $34.69 1 Pipefitters King Residential Refrigeration a Air Journey Level $72.46 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $42.58 7F 1 R Workers King Residential Soft Floor Lavers Journey Level $42.41 5A 3D King Residential Sprinkler Fitters Journey Level $42.48 5C 2R (Fire Protection) King Residential Stone Masons Journey Level $51.32 5A 1M King Residential Terrazzo Workers Journey Level $46.96 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $44.71 5A 3H King Roofers Using Irritable Bituminous $47.71 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $70.37 7F 1E King SAiDbuitding a Ship Repair Boilermaker $40.72 7M 1 H King Shipbuilding a Ship Repair Carpenter $39.24 7T 2B King Shipbuilding Et Ship Repair Electrician $39.28 7T 4B King rost Insulator $60.93 SJ 1s httnc• !lfnrtrncc 1nra 11J'xf701A Page 16 of 17 King S—hipILLIMdtm- ShipRepair Laborer $39.34 a4B King Sh7ukuild nShio Repair Machinist B$39.321 T[ aL King Shipbuilding Et Ship Repair Operator $39.221 LT 4B King SN-P—buUdinua Ship Repair Painter $39.31 7T 4B King %ipbLLAdLf)g_kShip Repair Pipefitter $39.22 7T 4B King Sjlipbu Idino a Ship e r Rigger 7T 4B L� -2--p��L $39.30 King Shuitding b: Ship ReL air Sheet Metal 7T AB $39.27 King %hi Shipfitter $39.30 7T 4B King Shipbui.1ding-ft Ship Re air Trucker $39.10. 7T 4B King Sh-iP-Mt!jim &�Shi Repair Warehouse $39.17 7T 4B King ihiPbu—ltdlflg-Et—Ship-Repair Welder/Burner $39.30 7T 4B King SjSn Makers f± Installers Sign Installer $22.92 1 ffleec-t-n—CaU King Sign Makers 8: Instatters Sign Maker $21.36 1 (Electrical) King Sign Makers L Lns$dLL(LiL n- Sign installer 8 1 LUp__ $27.2 ElgctricaU King Sign Makers &, Installers LNon- Sign Maker $33.25 1 Electricall King Soft Floor Layers Journey Level $42.41 5A 3D King Solar Controls For Windows Journey Level $12.44 1 King SDrinkter Fitters (Fire Journey Level $69.59 5C ix King Stage Rigging Mech2_nLc_s_(IN_en Journey Level $13.23 1 Structural) King Stone Masons Journey Level $51.32 5A 1M King Street And Parking-Lot Journey Level $19.09 1 Sweeper Workers King Surveyors Assistant Construction Site $54.33 7A 3C 8P Surveyor King Survey ors Chainman $53.811 LA 3C 8P King Surveyors Construction Site Surveyor $55.24 7A 3C 8P King Telecommunication Journey Level $22.76 Technicians King Telephone Line Construction - Cable Splicer $36.96 5A 2B Outside King Let&�LInrILLine Construction - Hole Digger/Ground Person $20.49 5A 2B Outside I King Tetephone Line Construction - Installer (Repairer) $35.40 5A 2B Outside King Telephone�LineConstruction - Special Aparatus Installer 1 $36.96 5A 2B Outside King TelephonejLine Construction - Special Apparatus Installer 11 $36.19 5A 2B Outside King Le�terjbaijt Line Construction - Telephone Equipment Operator $36.96 SA 2B Outside (Heavy) King Tetepboije Line Construction - Telephone Equipment Operator $34.34 5A jB Outside (Light) https://fortress.wa.qov/lni/waqelookup/prvWaqelookup.aspx 11/3/2014 Page 17 of 17 King Telephone Line Construction - Telephone Lineperson $34.34 5A 2B Outside I I King Telephone Line Construction - Television Groundperson $19.45 5A 2B Outside King Telephone Line Construction - Television Lineperson/instatter $25.89 5A 26 Outside King Telephone Line Construction - Television System Technician $30.97 5A 2B Outside King Telephone Line Construction - Television Technician $27.77 5A 2B Outside King Telephone Line Construction - Tree Trimmer $34.34 5A 2B Outside King Terrazzo Workers Journey Level $46.96 5A im King Tile Setters Journey Level $21.65 1 King Tile, Marble Et Terrazzo Finisher $37.79 5A 1B Finishers King Traffic Control Stripers Journey Level $43.11 7A 1 K King Truck Drivers Asphalt Mix Over 16 Yards (W. $48.87 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $48.03 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck Et Trailer $48.87 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $48.03 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $48.87 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23, 1 King Well Drillers 11. Irrigation Pump Irrigation Pump Installer $17.71 1 Installers ,King Well Drillers Et Irrigation Pump Oiler $12.97 1 Installers King Well Drillers 8: Irrigation Pump Well Driller $18.00 1 Installers httnc• //fnrtrncc min nn%//In i/Minnn I nnLi in/nrxil Ain nn I nnLi in ncnv 11 1;!I?nl A Benefit Code Key—Effective 8-31-2014 thru 3-3-2015 **4z****I***ol I,******-***�***************************-**I******* Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects,the hourly rate must be not less than the prevailing rate of wage riamus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8)HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALE BE PAID ATONE,AND ONE-IIALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten (10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage.All additional hours worked and all,worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two(2) hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10)hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid atone and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and holidays shall be paid at double the horn ly rate of wage. 1. All hours worked on Sundays and holidays shall also be paid at double the hourly late of wage. J. The first two (2)hours after eight (8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday,Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays amid be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Benefit Code Key—Effective 8-31-2014 thru 3-3-2015 i 1. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times tire hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the homily rate of wage. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays,holidays and after twelve (12)hours,Monday through Friday and after ten (10)hours on Saturday shall be paid at double the hourly rate of wage. P. All homy worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-balf times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10)hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10) hours per day Monday through Saturday and all horns worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked an Sundays and holidays shall be paid at two times the hourly rate of wage. I S. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. I.J. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage.All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve(12) hours Monday through Saturday,Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday,the day before Saturday,Friday, and the day after Sunday, Monday,shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays (except labor day)shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-dune rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key—Effective 8-31-2014 thru 3-3-2015 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half tunes the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the haiuly rate of wage. O. All hours worked our Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after tell shall be paid at double the hourly rate of wage.The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage..All other hours worked on the fifth,sixth,and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten(10)hour shifts are established,or forty(40)hours of straight time per week,Monday through Friday,or outside the normal shift,and all work on Saturdays shall be paid at time and one-half the straight time rate.Hours worked over twelve hours('12)in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay.Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar(SL00)per hour for all hours worked that shift.The employer shall have the sole discretion to assign overtime work to employees.Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations.After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 3 Benefit Code I(ey—Effective 8-31-2014 thru 3-3-2015 3. C. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten(10)hour shifts are established,or forty(40)hours of straight time per week,Monday through Friday,or outside the normal shift,and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pin Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage.After an employee has worked eight(8)hours at an applicable overtime rate,all additional horns shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. '.. D. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday,shall be paid at a premium rate of 15%over the hourly rate of wage. All other hours worked after 6:00 am on Saturdays,shall be paid at one j and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. ''.... E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid j at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All howl worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March l6th and October 14th and all Holidays shall be compensated for at two(2) times the regular rate of pay.Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1t2)times the regular rate of pay. I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week(Tuesday through Friday,)then Saturday may be worked as a voluntary make-up day at the straight time rate. However,Saturday shall not be utilized as a make-up day when a holiday falls on Friday.All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. '..... 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONF,-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturdays,Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four(4)hours of overtime after eight(8)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(l-1t2) times the straight time rate of pay. On Saturday,the first twelve(12)hours of work shall be paid at one and one half(1-112)times the straight time rate of pay, except that if thejob is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)tithes the straight time rate of pay. j 4 I I Benefit Code Key—Effective 8-31-2014 thru 3-3-2015 Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day; Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thtuilcsgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, 'Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays:New Year's Day,Memorial Day, Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Cbrishnas(6). I. Holidays:New Year's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day, and Christmas Day (6). J. Holidays:New Year's Day, Memorial Day,Independence Day, Thanksgiving Day,Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). K. Holidays: New Year's Day,, Presidents' Day' Memorial Day, Independence Day, Labor Day, Thanksgiving Day,, Friday After Thanksgiving Day,The Day Before Christmas, And Christmas Day(9). L. Holidays: New Year's Day,, Martin Luther Ting Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,Friday After Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day.. Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,,Friday And Saturday After Thanksgiving Day, The Day Before Christmas,And Christmas Day(9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays:New Year's Day,Memorial Day,Independence Day, Labor Day, Thanksgiving Day,and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day.(7 1(2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,And Christmas Day(7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9) Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). Holiday Codes Continued 5 i Benefit Code Key—Effective 8-31-2014 thru 3-3-2015 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(8). 1 E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial, Day, Independence Day, Labor Day,Thanksgiving Day, Day After Thanksgiving Day, Christmas Day, And A Half-Day On Christmas Eve Day,(9 112). G. Paid Holidays:New Year's Day,Martin Luther King Jr.Day,Presidents' Day,Memorial Day,Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,Arid Christmas Eve Day(11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Tloliday(10). I. Paid Holidays:New Year's Day, Memorial Day,Independence Day,Labor Day,Thanksgiving Day, Friday After Thanksgiving Day,And Christmas Day(7). j T. Paid Holidays: New Years Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day(9). Z. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day (7), If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. Holiday Codes Continued 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 6 i Benefit Code Key—Effective 8-31-2014 thru 3-3-2015 7. F. Holidays: New Year's Day, Memorial Day, Independence. Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be - observed as aholiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day,; Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L Holidays:New Year's Day, President's Day,Independence Day,Memorial Day, Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day,Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shalt be observed as a holiday on the following Monday. Any holiday which falls on a,Saturday shall be observed as a holiday on the preceding Friday. K- Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays:New Year's Day,Memorial Day, Labor Day, Independence Day, Thanksgiving Day,the Last Work Day before Christmas Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preccding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Tbanli sgiving Day,the Friday after Thanksgiving Day,Christmas Day,And the Day after or before Christmas Day 10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas-falls on a Saturday,the preceding Friday shall be observed as a holiday. R Holidays: New Year's Day, Memorial Day. Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays:New Year's Day,the day after or before New Year's Day,President's Day,Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and the day fisted after or before Christmas Day(10).If any of the holidays fall on Saturday,the preceding Friday shall be observed as the holiday.If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. 7 Benefit Code Key—Effective 8-31-2014 thru 3-3-2015 7. S. Paid Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays: New Year's Day,The Day After Or Before New Year's Day,President's Day,Memorial Day, Independence Day,,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,and The j Day After Or Before Christmas Day.(10). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated.accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Note Codes 8. A. In addition to the hourly wage and fringe benefits,the following depth premiums apply to depths of fifty feet or more: Over 50'To 100'-$2.00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$3.00 per Foot for Each Foot Over 100 Feet Over 150'To 220'-$4.00 per Foot for Each Foot Over 150 Feet Over 220'-$5.00 per Foot for Each Foot Over 220 Feet C. In addition to the hourly wage and Hinge benefits,the following depth premiums apply to depths of fifty feet or more: Over 50'To 100'-$1.00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$1.50 per Foot for Each Foot Over 100 Feet Over 150'To 200'-$2.00 per Foot for Each Foot Over 150 Feet Over 200'-Divers May Name Their Own.Price i D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75,Level B: $0.50,And j Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A&B:$1.00,Levels C&D: $0.50. N. Workers on hazmat pro cen;receive additional hourly premiums as follows-Level A: $1.00,Level B:$0.75,Level C: $0.50,And Level D:$0,25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit:$2,00,Class B Suit: $1.50,Class C Suit:$1.00,And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15)minutes during the shift shall be used in determining the scale paid. R. Effective August 31,2012 -A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle, and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2011 j 8 Benefit Code Key—Effective 8-31-2014 thru 3-3-2015 8. S. Effective August 31,2012- A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.This classification is only effective on or after August 31,2012. T. Effective August 31,,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle,and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho. This classification is only effective on or after August 31,2012, 9