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HomeMy WebLinkAboutBLD-2013-0454 - OVER OR IN WATER STRUCTURE r 1'TY O'.`<:. Cityof Anacores Anacortes #: BLD-2013-0454 904 6th Street Issue date: 10/30/2013 P.O.Box 547 Expire date: 04/30/2015 ,�` r,j * Anacortes, WA 98221-0547 Lj �' ;3 (360) 293-1901 Job Address: 1400 4TH ST Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221 Project: APN: P55673 P55679 P55366 P31513 P31514 P31515 P31516 P31517 P31518 Remarks: Repair approximately 190 deterioated timber piles under the existing warehouse per plans. Owner: TRIDENT SEAFOOD CORP Contractor: Address: PO BOX 17599 Address: SEATTLE WA 98127-1269 Phone: (360)293-3133 Phone: License#: General Information: Fees: Building Valuation 820000 Plan Review Deposit 1,544.97 Building Permit Fee 4,753.75 Plan Review Fee 900.66 State Building Code Fee 4.50 Total Calculated: 7,203.88 Deposits/Receipts: 0.00 Total Due: 7,203.88 w. • 01 ,-I- 0 -11 if, It C) f-� Cj C) ,Y5 Yt -P. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR'l `'. CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.'AI '-4 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN 6A 2 NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. .4) O SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSU r B Materials Testing :. • . .. a_. - _..„ Iqwarrithle -1tiuginerri> It Canttukiug•Sootiff.ho d%)111 Ma ils'I -uig=r.;1 aF r.n.muntilC limit -::P Trident Seafoods - 17B101-08 - Compression Test: Prism: Report #MP183976 CLIENT Quantum Construction DATE 04/17/2018 PROJECT LOCATION 1400 4th Street, Anacortes WA PERMIT # BLD-2018-0026 Inspection Information: Inspection Date: Time Onsite: 01:26 Weather Indoor - 04/17/2018 PM Conditions: 's Inspection Performed: Compression Test: Prism i Field Data: Location of Placement: tCMU walls 8'0" to 12'0" 1 Sample Location: list truck mid4oad taken at hopper at 4 cubic yards GENERAL Contractor: 1 �^ — 1 Subcontractor i `�- I MASONRY UNITS Supplier:r -1 Type:it a standard _i Dimensions:18x8x16 1 MORTAR Supplier/Preparers Design mix ____•-_ ]Type/Description: LS_ 1 Batch Time: 112:17 pm Min Temp, °F: _J Max Temp, °F:l J GROUT Supplier: Miles _J Mix#:]10550G Slump, Inches (ASTM C-143): V^ Con olotion: [Rodded - 1 Grout Temp, °F (ASTM C-1064):[61 j TESTING MACHINE Spherical Head Diameter: 1eB:arIng PIate 12.0 Req.Upper Bearing Plate n/a kness: Thickness: Lower Bearing Plate 1 Req.Lower Bearing Plate /a Thickness: !Thickness: L Compression Test Results(ASTM C-1314): Received: 04/19/2018 Sample Set: 1 of 1 Test Total Comp. Log# Age Date of Load Specimen Size 1.x W x H Area (Sq. h�Jtl, strength* Tested ByFailure (Days) Test ems.) (In.) In.) Ratio (PSIS) Type** [ 2aJ1o5/15/2o1s' g2618 24513 8.50 x 7.65x1220 65.03 0.91 3,430 1 .�� irrileghan Carrillo � 2 i 1 �� Meghan Blodgett- C2619 28�105/1512a18 227,108 ` +�j[ 8 50 x 7.60 x 12.15 I 644660 0.92 3,23a .�1. Carrillo 1. 5 26201� 28 .....,_ 05/15/2018 260,664�] 8.80 x 7.60 x 12.30 1L 66.88 li...______,,.... 0.93 3,620jMegCamhan$Ilo nett2� REQ'D{28_ t - . . . I 2800 jt_ - _ * A correction factor,if any,has already been applied to the compressive strength results.**Refer to ASTM C-1314, Figure 4, for corresponding mode of failure. Remarks: Reinforcement was in place per plan. 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A-J.Ifig 4,..,44..,4.. • -.3.: -I'.Y.-',1"-: r.-4: -.i '•_:';'- ','!.i.f-ii -•.1 .: - ., r2$P; 2' - / -,,_• .•••:. -. .iv.•A 1,-.4 :- _14.4,i.-x•I , - alP1,: •-:-• -- :;;i-_ •,.-.,.,, - - • ig J .. :• -,-ey4;4-40 .,:••.,•::::. - . .- . ..,i••.,' 9.:".'7,' - ••:%-,-,i.--.-,:fil.q." - A's:719ft UPLOADED: 04/17/2018 13:30:14 UPLOADED: 04/17/2018 13:41:41 REPORTED BY:John Silk REVIEWED BY: Cheryl Meredith, Lab Manager i gl nolh•sr570,4?..tvot..-4:114-.mms713...x1rwzrigr.wr..4.oirFiwowlmkrialo neRf.i.V.FiqpIrk•ce4watrra.4.1w7ravizic•WT.%.n1173utwzr.44r.±431‘2110kativ.4Ec'e0mItilkliklirkfrMlimR*Art.mil.rmgmusz-le curzuftsPwmpaski merrpaittimirm/vaisw..4..almiqgivt•.0 14011 •3'1 1 1 N a ugrig,li Tinning A Ca-m.4141m,lisc -A 11 r/Ons iti-rrmi Ilet.IDPII-C1111V 41 711'IC 13 Prgitr Mr•Of * It m01410471, W A •9$233i 4 Ph-a fig 36•111-1:5g-199(1, 4 FA'Z 166.1$$.100 SW itegilkni 1 2113 RUA Lgtc -9 Ovel. 3-.W.-* OIMPI.4, 'Ph% 9.83.11` * .Pboag 340,413,4e917-7 1 PRA NW Kfigion . --04.15 ati.polit StYg-t@A, gliiitt ',5 4 AO 1 114.0 h.ral WA 9321$ * 'Pip:ring. 14;f1.447.M.10 . rilx 340,41.4/m-i-v4 1 visit.DII r.wollsitz .rrowill,in tc.,imc..vivi Trident Seafoods-17B101-08,04/17/2018, #MP183976,Page 2 of 2 Commercial Building Permit Application Building Department P.O. Box 547 Anacortes,WA 98221 Phone No.:360-293-1901 FAX: 360.293.1938 SITE ADDRESS: 1400-4TH STREET,ANACORTES,WA 98221 _CONTR TOR 0 Applicant PROJECTDESCWPT1C Name Trident Seafoods Corp. Repair approximately 190 deteriorated timber piles under the existing warehouse (Lummi Building), over Address 5303 Shilshole Ave. NW a five-year period as funds allow. Approximately 40 City/State/Zip Seattle, WA 98107 piles will be repaired with new timber piles stubs and Phone 360-348-8727 FAX 360 782-7128 grouted fiberglass jackets each year. Decayed timber 02/07(2015 pile caps will also be repaired as necessary. State License# TRI DESC895CB Exp RRivas@TridentSeafoods.com PARCEL I 'UMBER City of Anacortes License P31513 PROPER Y O NRR C!i pplicant LEGAL DESCRIPTION _ . Name Trident Seafoods Corp. (0,5000 ACRES)ANACORTES TIDE LANDS Address 5303 Shilshole Ave. NW LT 1 TO 5 TR 3 PL 8&VAC RR AVE ADJ City/State/Zip Seattle, WA 98107 PR0IECT+YALL7ATION Phone 206 783 3818 FAX $750,000 TO $855,000 (over five year period) E-Mail Address Number of Stories 2 Building Area: 0 rChtecf Tl Dr''signex l$Engitreex❑ AppLtanY 1'Floor s.f. 2ad Floor s.f. Name Marine Structures Engineering, Inc. 3'4 Floor s.f. Basement_ s.f. Address 1004 Commercial Ave#364 Lot Area s.f. Construction Type City/State/Zip Anacortes,WA 98221 Use Zone Phone 360-466-8627 FAX 360-230-2310 Impervious Area E-mail Address KDLaFave@msn.com Other(Describe) 35,950 sq.ft. overwater. ThN T ._. . _. ' EXApp]icas - .LENDER Trident SeafoodsCorp. NDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 or Namep. IN VALUATION PER RCW. Address 1400 4th Street Name NIA city/state/zip Anacortes,WA 98221 Address Phone 360-299-7000 FAX_ City/State/Zip _ E-mail Address Jeff@TridentSeafoods.com Phone No. �� { CONTINUED ON TILE BACK I I OCT c 4 20 13 li f Commercial Mechanical Fixtures Fuel Type ❑ Natural Gas 0 Electric 0 Wood 0 Propane Gas 0 Other Type of Equipment r Number of Type of Equipment 1 Number of _ Fixtures Fixtures Furnace <=100K BTU - Gas Fireplace _Boilers/AC/Heat Pump Other Units _Gas Outlets Ventilation Fans Gas Water Heater Range Hood Commercial Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of Fixtures Fixtures Toilet Utility Sink Dishwasher Hose Bibb r Hand Sink _ Water Piping Kitchen Sink w/Disposal Additional Fixtures _ Clothes Washer _ Electric Water Heater I HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION IS CORRECT,AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING AC TIVIES COVERED BY THIS PERMIT APPLICATION. WITH THIS PERMIT ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT WASHINGTON STATE CONTRACTORS LICENSE AND A CITY BUSINESS LICENSE. STOP WORK ORDERS WILL BEISSUEI)ON JOB SITES WHERE CONTRACTORS/SUBCONTRACTORS ARE WORKING WITHOUT PROPIIt LICENSE. APPLICANT'S SIGNATURE DATE Last Updated 11-29-05 sup WASHINGTON STATE DEPARTMENT OF Caring for Natural Resources your natural resources PeterGoldmark-Commissionerof Public Lands ... now and forever November 5, 2012 Mr. Kelly LaFave Marine Structures Engineering, Inc. 1004 Commercial Ave. #364 Anacortes,WA 98221 RE: Trident Seafoods Pile Repair-Anacortes,Washington—DNR Aquatic Lands Harbor Area Lease#22-002706 Dear Mr. LaFave, Thank you for submitting the JARPA and supporting information for the proposed piling maintenance and repair work at the Trident Seafoods(Trident)facility in Anacortes, Washington. Portions of this facility located in the Anacortes Harbor Area are covered under Washington Department of Natural Resources(DNR)Aquatic Lands Harbor Area Lease#22- 002706. As the steward of Washington's state-owned aquatic lands,DNR regularly researches and identifies practices to better protect the aquatic environment. One of these practices is to avoid or minimize the introduction of toxic substances into the water column and sediments through the use of alternative piling materials(steel, concrete, etc.)instead of treated wood. In the description for this project, Trident proposes to install wood replacement pilings that are treated with ammoniacal copper zinc arsenate(ACZA). Pilings treated in this manner leach ACZA into the aquatic environment over time. DNR appreciates you taking the time to explain the complexities of piling replacement in this situation where there is a building over the pilings and driving replacement pilings is problematic without discontinuing use of the structure during the project or replacing the entire structure. DNR understands that an alternative approach of wrapping the replacement piles with a fiberglass sleeve and backfilling with epoxy grout—an approach previously employed by Trident at its facility in Ketchikan—will dramatically minimize the potential for toxic substances to leach into the adjacent aquatic environment. DNR supports Trident's use of this alternative approach at its Anacortes facility. DNR provides approval for this maintenance project as described in the letter of intent, JARPA and supporting information dated October 10, 2012 and the"Revised Pile Repair Elevation" diagram dated October 31, 2012 with the following conditions: 1. Trident receives all necessary local, state and federal permits prior to commencement of work at the site. Trident will abide by all conditions of these permits. Copies of all permits shall be provided to DNR in a timely manner. NORTHWEST REGION 1919 N TOWNSHIP ST I SEDRO WOOLLEY,WA 98284-9384 TEL(360)856-3500 I FAX(360)856-2150 I TTY(360)856-1371 I TRS 711 I W W W.DNR.WA.GOV EQUAL OPPORTUNITY EMPLOYER RECYCLED PAPER 0 Mr. Kelly LaFave November 5, 2012 Page2of2 2. "Fiberglass sleeves will extend to +10' elevation and be backfilled with epoxy grout. 3. Trident will develop plans for future piling maintenance, repair and replacement that do not incorporate the use of ACZA-treated wood pilings. Please contact Terry Carten, Land.Manager,DNR Aquatic Resources Division at 360-854-2846 if you have any questions regarding this approval letter. Sincerely, Dennis Clark Field Assistant Division Manager Orca-Straits District DNR Aquatic Resources Division C: Jeff Johnson,Facilities Manager, Trident Seafoods NW-Oly files 22-002706 Planning,Community&Economic Development;P.O.Box 547,Anacortes, WA 98221;(360)299-1986 EXEMPTION FROM SHORELINE MANAGEMENT ACT SUBSTANTIAL DEVELOPMENT PERMIT REQTJIREMENT Applicant: Trident Seafoods; do Jeff Johnson,Facilities Manager; 1400 41b St., Anacortes,WA 98221 Contact: Kelly LaFave,P.E., 1004 Commercial Ave.#364, Anacortes,WA 98221 City'File No.: SLX-2012-0012 Application Date: September 21,2012 Action: Approved Date of Action: October 8,2012 I. DESCRIPTION&LOCATION: 1 Description: Repair or replacement of up to 190 deteriorated creosote-treated timber piles and replacement of up to 900 lineal feet of timber pile caps under an existing timber pier. The work is proposed to occur over a five-year period, with approximately 30 to 40 piles repaired or replaced each year. Location: 1.400 4fi1 St.,Anacortes (APN P31513); Guemes Channel Shoreline Designation: Aquatic/Urban Maritime 111. FINDS GS &CONCLUSIONS: 1. On September 21, 2012 the applicant submitted a shoreline permit exemption application to PCED. 2. As conditioned, the proposal will be consistent with the policies and provisions of the Shoreline Management Act and the 2010 Anacortes Shoreline Master Plan(ASMP). 3. The project is exempt from the requirement to obtain a shoreline substantial development permit pursuant to WAC 173-27-040(2)(b)and ASMP 2.4.E.2, 4. The lead SEPA agency for the action (City of Anacortes) determined that the project is categorically exempt from SEPA review pursuant to WAC 197-11-800(3). HI. DECISION: APPROVED 1. of 2 IV. CONDITIONS 1. All applicable local, state and federal permits shall be secured prior to work beginning on the site. Copies of said approval documents shall be provided to the Planning,Community&Economic Development Department(PLED). 2. A building permit shall be secured from the Building Department prior to cottunencenaex t of site work. 3. Prior to commencing each phase,the applicant shall notify the Building Department and renew or obtain a new building permit,as required by the Building Official. 4. Where treated wood is used, BMPsteonditions in one of the following documents shall be specified and met:, •. BMPs for the Use of Treated Wood in Aquatic and Sensitive .Environments, Western Wood Preservers Institute/Wood Preservation Canada/Southern Pressure Treaters' Association/Timber Piling Council, • An Agreement Concerning the Use of Treated Wood in Aquatic Areas between Ecology and Department of Fish& Wildlife dated August, 1995. 5. All removed pile shall be disposed of at an approved upland location. 6. Work taking place prior to. 7:00 am and after 7:00 pm will require a noise variance from the City Council. 7. Best Management Practices shall be observed at all times. 8. Existing fire protection systems shall remain, in service at all times unless authorized by the Fire Department. 9. Pile repairs and all connections shall be designed by a registered Washington State engineer. 10,This exemption shall be valid for a period of five years from the date of approval.No extension of this time period will-be granted. 11.The applicant shall adhere to the applicable policies and development regulations contained in the City of Anacortes 2010 Shoreline Master Progiam including but not limited to those in: Section 5.6 Aquatic, Section 5.11 &ban Maritime, Chapter 6 Environmental Protection General Regulations and Chapter 9 Specific Shoreline Modification Policies and Development Regulations. Approved by: mktC. :October b,20.12 Ryan C.Larsen Date Shoreline Administrator 2 of'2 Washington H`r JRAU LIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard �� FISH and RCW 77.55.021-See appeal process at end of HPA Mill Creek,WA 98012-1296 ti�.�& WILDLIFE (425)775-1311 Issue Date: November 12, 2012 Control Number: 128783-1 Project Expiration Date: November 11, 2017 FPA/Public Notice#: N/A PERMITTEE AUTHORIZED AGENT OR CONTRACTOR Trident Seafoods Corporation Marine Structures Engineering Inc ATTENTION: Jeff Johnson ATTENTION: Kelly LaFave 1400 4th Street 1004 Commercial Ave 364 Anacortes,WA 98221 Anacortes, WA 98221 360-299-7000 360-466-8627 Fax: 360-230-2310 Project Name: Trident Seafood's Warehouse - Timber Pile Repair Project Description: Trident Seafoods proposes to replace and repair up to 190 deteriorated creosote-treated timber support piles over five years. Piles will be cut-off below the mudline to competent pile and replaced with 12-inch diameter ACZA treated wooden piles. A fiberglass jacket or sleeve will cover the new pile from below the mudline up to 2-feet above the mean higher high water mark (MHHW). In addition to pile repair, up to 900 lineal feet of deteriorated creosote treated pile caps will be replaced in-kind with ACZA treated timbers over the same five year period. The existing piles will be repaired in place using hand tools; no pile driving is proposed. PROVISIONS 1. The project may begin immediately and shall be completed by November 11, 2017. 2. Work below the ordinary high water line shall not occur from February 15 through July 14 of any year for the protection of migrating juvenile salmonids. 3. Work shall be accomplished per plans and specifications approved by the Washington Department of Fish and Wildlife entitled JARPA, dated August 14, 2012, per CONDITIONS listed in the City of Anacortes Shoreline Exemption issued for this project, dated October 8, 2012, and per sheet 8 of 9, entitled Trident Seafoods Anacortes Plant Timber Pile Repairs, revised October 31, 2012, except as modified by this Hydraulic Project Approval. A copy of these plans shall be available on site during construction. 4. Up to 40 creosote piles shall be removed during each of the first four years of the project and 30 piles shall be removed in the fifth year. 5. The existing creosote treated timber piles shall be cut-off 1 to 2 feet below the mudline or to the point where solid intact pile is found and replaced with 12-inch diameter ACZA treated wooden piles. 6. A fiberglass jacket or sleeve, 18-inch max diameter filled with grout, shall be used to cover the ACZA treated pile from about 2-feet below the cut end of the pile stub up to approximately 2-feet above MHHW to a tidal elevation of about +10-feet MLLW(MLLW= 0.0 feet tidal elevation). Page 1 of 5 0Washington H , JRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021 -See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 12, 2012 Control Number: 128783-1 Project Expiration Date: November 11, 2017 FPA/Public Notice#: N/A 7. In addition, up to 900 lineal feet of existing deteriorated creosote treated pile caps shall be replaced in-kind with ACZA treated timbers over the same five year period. 8. The existing piles shall be repaired in place using hand tools; no pile driving shall be conducted under this permit. 9. All piling, lumber, and other materials treated with preservatives shall be sufficiently cured to minimize leaching into the water or bed. 10. All lumber to be used for the project shall meet or exceed the standards established in 'Best Management Practices For the Use of Treated Wood in Aquatic and Other Sensitive Environments' developed by the Western Wood Preservers Institute, Wood Preservation Canada, Southern Pressure Treaters Association, and Timber Piling Council, dated August 1, 2006, and any current amendments or addenda to it. Current amendments and addenda include but may not be limited to 'Amendment#1: CCA- Chromated Copper Arsenate', dated October 25, 2006; and 'Addendum #1: ACC -Acid Chromated Copper', dated February 28, 2007. 11. Wet grout shall be prevented from entering waters of the state. Fiberglass wraps covering the new ACZA treated pile shall be constructed to prevent leaching of wet grout. Impervious materials shall be placed over any exposed grout that will come in contact with state waters. Impervious materials shall remain in place until the grout is cured. 12. Project activities shall not occur when the project area is inundated by tidal waters. 13. Use of equipment on the beach shall be limited to the use of hand tools for excavating around the pile base below the mudline. 14. Bed material, other than material excavated for pile replacement, shall not be utilized for project construction or fills. 15. Beach area depressions created during project activities shall be reshaped to preproject beach level upon project completion. 16. All trenches, depressions, or holes created in the beach area shall be backfilled prior to inundation by tidal waters. 17. Beach area depressions created during project activities shall be reshaped to preproject beach level upon project completion. 18. Eelgrass and kelp shall not be adversely impacted due to any project activities (e.g., barge shall not ground, equipment shall not operate, and other project activities shall not occur in eelgrass and kelp). Page 2 of 5 t' hWashin tonPROJECT APPROVAL gNorth Pu et Sound Department of H , 16018MillCreekBoulevard FISH and RCW 77.55.021-See appeal process at end of HPA Mill Creek,WA 98012-1296 JRAULIC WILDLIFE (425)775-1311 Issue Date: November 12,2012 Control Number: 128783-1 Project Expiration Date: November 11,2017 FPA/Public Notice#: N/A 19. Project activities shall be conducted to minimize siltation of the beach area and bed. 20. All debris or deleterious material resulting from construction shall be removed from the beach area and bed and prevented from entering waters of the state. 21. No petroleum products or other deleterious materials shall enter surface waters. 22. Project activities shall not degrade water quality to the detriment of fish life. 23. 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 Military Department's Emergency Management Division at 1-800-258- 5990, and to the Area Habitat Biologist listed below. PROJECT LOCATIONS Location #1 Trident Seafoods Corporation WORK START: November 12, 2012 1WORK END: November 11, 2017 WRIA. Waterbody: Tributary to: 03.9070 Wria 03 Marine Puget Sound 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: NW 1/4 13 35 N 01 E N 48.5204 W 122.6175 Skagit Location#1 Driving Directions From Interstate 5,take Exit#230 and follow SR 20 west toward Anacortes. Go through the SR 20 Spur light and turn right at the roundabout and follow Commercial Avenue past the SR20 Spur Intersection for eight blocks,turn left on 4th Street to the Trident Seafoods building at 1400 4th Avenue on the south side of Guemes Channel. 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 RCW(formerly RCW 77.20). Additional authorization from other public agencies may be necessary for this project. The person(s)to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any additional authorization from other public agencies(local, state and/or federal)that may be necessary for this project. This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the person(s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work. This Hydraulic Project Approval does not authorize trespass. Page 3 of 5 Washington H H . JRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021-See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 12,2012 Control Number: 128783-1 Project Expiration Date: November 11, 2017 FPA/Public Notice#: N/A The person(s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approval. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day and/or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. All Hydraulic Project Approvals issued under RCW 77.55.021 are subject to additional restrictions, conditions,or revocation if the Department of Fish and Wildlife determines that changed conditions require such action.The person(s)to whom this Hydraulic Project Approval is issued has the right to appeal those decisions. Procedures for filing appeals are listed below. 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 modification. Minor modifications do not require you to pay additional application fees or be issued a new HPA.To request a minor modification to your HPA, submit a written request that clearly indicates you are requesting a minor modification to an existing HPA. Include the HPA number and a description of the requested change and send by mail to:Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234, or by email to HPAapplications@dfw.wa.gov. Do not include payment with your request. You should allow up to 45 days for the department to process your request. MAJOR MODIFICATIONS TO THIS HPA:You may request approval of major modifications to any aspect of your HPA. Any approved change other than a minor modification to your HPA will require issuance of a new HPA. If you paid an application fee for your original HPA you must include payment of$150 with your written request or request billing to an account previously established with the department. If you did not pay an application fee for the original HPA, no fee is required for a change to it.To request a major modification to your HPA,submit a written request that clearly indicates you are requesting a major modification to an existing HPA. Include the HPA number, check number or billing account number, and a description of the requested change. Send your written request and payment, if applicable, by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234. If you are charging the fee to a billing account number or you are not subject to the fee,you may email your request to HPAapplications@dfw.wa.gov.You should allow up to 45 days for the department to process your request. APPEALS INFORMATION If you wish to appeal the issuance,denial,conditioning,or modification of a Hydraulic Project Approval(HPA), Washington Department of Fish and Wildlife(WDFW)recommends that you first contact the department employee who issued or denied the HPA to discuss your concerns. Such a discussion may resolve your concerns without the need for further appeal action. If you proceed with an appeal, you may request an informal or formal appeal. WDFW encourages you to take advantage of the informal appeal process before initiating a formal appeal. The informal appeal process includes a review by department management of the HPA or denial and often resolves issues faster and with less legal complexity than the formal appeal process. If the informal appeal process does not resolve your concerns,you may advance your appeal to the formal process.You may contact the HPA Appeals Coordinator at(360) 902-2534 for more information. A. INFORMAL APPEALS: WAC 220-110-340 is the rule describing how to request an informal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete informal appeal procedures.The following information summarizes that rule. Page 4 of 5 tWashington H . JRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021-See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 12,2012 Control Number: 128783-1 Project Expiration Date: November 11,2017 FPA/Public Notice#: N/A 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. B. FORMAL APPEALS:WAC 220-110-350 is the rule describing how to request a formal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete formal appeal procedures.The following information summarizes that rule. A person who is aggrieved by the issuance,denial,conditioning, or modification of an HPA may request a formal appeal of that action.You must send your request for a formal appeal to the clerk of the Pollution Control Hearings Boards and serve a copy on WDFW within 30 days from the date you receive notice of the decision.You may serve WDFW by mail to the Washington Department of Fish and Wildlife HPA Appeals Coordinator,600 Capitol Way North, 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) P3 Habitat Biologist '- for Director Doug Thompson 360-466-4345h ' ' 1 ----- WDFW CC: Page 5 of 5 • Z2-0 DEPARTMENT OF THE ARMY Jlad' x SEATTLE DISTRICT,CORPS OF ENGINEERS l° j M P.O.BOX 3755 SEATTLE,WASHINGTON 98124-3755 REPLY TO ATTENTION OF Regulatory Branch MAR 0 8 2013 Jeff Johnson Trident Seafoods Corporation 1400 Fourth Street Anacortes,Washington 98221 Reference: NWS-2012-01112 Trident Seafoods Dear Mr. Johnson: We have reviewed your application to replace up to 190 piling and up to 900 linear feet of pile caps at a commercial pier in Guemes Channel at Anacortes in Skagit County, Washington. Based on the information you provided to us,Nationwide Permit(NWP) 3,Maintenance (Federal Register February 21,2012,Vol. 77,No. 34),authorizes your proposal as depicted on the enclosed drawings dated August 2012. In order for this authorization to be valid,you must ensure the work is performed in accordance with the enclosed NWP 3, Terms and Conditions and the following special conditions: a. You must implement and abide by the Endangered Species Act(ESA)requirements and/or agreements set forth in the Specific Project Information Form for Piling Replacement, dated September 20, 2012, in their entirety. The National Marine Fisheries Service(NMFS) concurred with a finding of"may affect,not likely to adversely affect"based on this document on December 7,2012 (NMFS Reference Number 2012/9341). The U.S. Fish and Wildlife Service (USFWS)concurred with a finding of"may affect,not likely to adversely affect"based on this document on December 12,2012 (USFWS Reference Number 01EWF00-2013-I-0029). Both agencies will be informed of this permit issuance. Failure to comply with the commitments made in this document constitutes non-compliance with the ESA and your U.S. Army Corps of Engineers (Corps)permit. The USFWS/NMFS is the appropriate authority to determine compliance with ESA. -3- Program and encourage you to complete a customer service survey form. This form and information about our program is available on our website at www.nws.usace.army.mil select "Regulatory Branch, Permit Information"and then"Contact Us." A copy of this letter with enclosures will be furnished to Mr. Kelly LaFave, Marine Structures Engineering,Inc., 1004 Commercial Avenue,#364,Anacortes, Washington 98221. If you have any questions, please contact me at erin.l.legge@usace.army.mil or at(206) 764-6695. Sincerely, Erin Legge, Project ager Regulatory Branch Enclosures -4- cc: letter only via email to Washington Department of Ecology, Federal Permit Coordinator at: ecyrefedpermits@ecy.wa.gov r N % fie, CANAOA ' TIDAL INFORMATION _ ANACORTES WASHINGTON ' J 0 BELUNGHAM U. S. A. LAT. 48' 31' N LONG. 122° 37' W `4/ EXTREME HIGH WATER (EHW) _ +11.0' MEAN HIGHER HIGH WATER (MHHW)= +8.2' PROJECT MEAN HIGH WATER (MHW)= +7.4' �, 4}�p ^4 •SITE MEAN LOW WATER LW)= +2.5' MOUNT VERNON MEAN LOWER LOW WATER (MLLW) ...E1.0 01.44. .-tif ' • .. EXTREME LOW WATER (ELW) = —4.5 /�EVERETT PROJECT , ill SEATTLE E SITE PACIFIC il J OCEAN fr ANACORTES ? LAT 48°31' 14'N AIRPORT e ' S TACOMA I:: 1 1 o ' VIONITY MAP CITY OF NO SCALE ANACORTES i URROWS ———� L._ \ . ISLAIA a I 1 J1 fj I -1 1 `I !�S €) a.„.t." # Th`1 T`z—J��JZ"� —1 r`I —I—} / FIDALGO ISLAND (SKAGIT COUNTY) de o c II F ANACORTES AND FIDALGO ISLAND 0142.111.4 4 1 NV•15-2-01Z—O 1 I i 2 PURPOSE:BER REPAIRN R EXISTING TRIDENT SEAFOODS PROPOSED: REPAIRS TIMBER PILES UNDER EX#STING WAREHOUSE PIER ANACORTES PLANT TIMBER PILE REPAIRS IN: GUEMES CHANNEL DATUM: M.L.L.W. AT:ANACORTES, WA, SKAGIT CO. ADJACENT PROPERTY OWNERS: SEC. 13, T35N, ROTE, W.M. 1) TRIDENT SEAFOODS ObS APPLICATION BY: 2) CITY OF ANACORTESTRIDENT SEAFOODS CORPORATION TRIDENT SEAF00DS COMPANY 1.400 4TH STREET ANACORTES, WA 98221 SHEET 1 of 9 DATE:08/12 APPLICATION: , • • • ,T.v-,•.....^ ,r!< ..Y a n' �,,. -t-i t {�{ ''}`f�^' ctwYr.,.�•n,.a ,0•.C+r. i v r,-�+> .i ;.i�f:: -C•r_y:•.y , }`TIty7" rr + lttv' - .Y'H:,... ' �r,}lEi�a . •r ry .,fir >.. G-m. J ."' 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',.l' - _ t . f.i_'::v ;L •- ( ' 2't'.J� r• -'r '41 `', :.n° ;�cf. ,: s r r a . > .d AJ ,a J�..a1r• e. ;.t ,,...,,yy M,�� T ,��}}� [�-r'( �J{� t tr hf SJ 1 i Y'l, 4 1 • 1 t -. f/rr •=�^ ;•!'t. t . . 11 Gq, .1i{ J , ''(i ' '4� L • _ - t 1r1 J,f ` � , ' O' -.t 941•�,>r. 1• _r. f }iA - T :.r,t .1..Y F t 1 J 2 y�JJx�I i't t .N• FF' 'II t:L ti{4 ai ci`a h.i •: �`: 4 • lfrat iv"7 alai +:xt, •••„YrtN.: ..., a •irl .12t .' , ;7; >J.r,,:kai -. fir: . _-.s-, , PURPOSE: REPAIR DETERIORATED ( PIOPOSED: TIMBER PILES UNDER EXISTING s TRIDENT SEAFOODS M®ER PILE REPAIRS WAREHOUSE PiER ANACORTES PLANT TIMBER PILE REPAIRS OG ° GUEMES CHANNEL DATUM: • • M .L. L. Wa ATOP ANACORTESSEC13 , WA, SKAGIT CO. • N ONrtS ... i-. ._ 1 . o 10 I . , T35N , R01E, W. M. ADJACEIN iT PROPERTY OWNERS: 1 ) TRIDENT SEAFOODS APPLIO :41114N I Y 2 CITY OF ANACORTES TRIDENT SEAFOODS CORPORATION 1400 4TH STREET TRIDENT SEAFOODS COMPANY ANACORTES, WA 98221 SHEET 2 ©ci 9 DATE*. 08/12 APPLOc, �r TQOCt • ► A ,D Genes CHANNEZ ° ° ° ^ 11 ••°•°m• HINDER PIER .s.. m(.�..\®... o. 0 jo o '-•"„f• f.°• 1 ®1 o go doe,8•wmo ° . • m•oa sB B • �� DMLLW OMLLw—� 8 °• °° • °° ° ° ° a e B ° °° ° o• • o moo o c 6 16 B •°• •°••°••° • `—DOMING 2 • 8 2 SEAWALL o ° ° B ° o = EXISTING GOOD TIMBER PILE +s—� ° •=DOSNNG DECAYED TIMBER PILE • `OUTLINE OF COSTING ° WAREHOUSE BUILDING +ao(MHHw • •• ° ° o OVERALL /� PILE REPAIR PLAN --` �/ D 20 ID BD iDD FT. ► A PURPOSE:REPAIR DETERIORATED PROPOSED: TIMBER PILES UNDER EXISTING TRIDENT SEAFOODS TIMBER PILE REPAIRS WAREHOUSE PIER ANACORTES PLANT TIMBER PILE REPAIRS IN: GUEMES CHANNEL DATUM: M.L.L.W. S 1 ALNACORT S, WA, ROKAGIT CO. ADJACENT PROPERTY OWNERS: Z-011 I2 SEC. 1)TRIDENT SEAFOODS APPLICATION BY: 2) CITY OF ANACORTES TRIDENT SEAFOODS CORPORATION TRIDENT SEAFOODS COMPANY 1400 4TH STREET ANACORTES, WA 98221 SHEET 3 of 9 DATE:08/12 APPLICATION: GUEWES CHANNEL +5 2 v 0 0ei, 2 13 O 0° O .0 O O o O O O jo o 8 o ° 0. coo 0 o 0 0 ° o EwsnHc SEAWALL +5 0 ° . 0 O O O 0 0 0 O 0 O 0 0 0 O O 0 O O O O 0 O 0 0 0 0 0 O OO ° 0 O OURRIE OF CASTING O OO OO 0 0 o WAREHOUSE BUILDING O pp p ° ° 0 0 0 ./\/ /\/ - o =GOOD PILE }(= BAD PILE NO REPAIR ®=YEAR 1 REPAIR(40) SOUTH PIER 0=YEAR 2 REPAIR(40) PILE REPAIR PLAN ,i2)=YEAR 3 REPAIR(40) o To zo ao w Fr. 0=YEAR 4 REPAIR(40) Q=YEAR 5 REPAIR(30) PURPOSE:ER REPAIRN R EXISTING TRIDENT SEAFOODS PROPOSED: TIMBER PILEREPAIRS TIMBER PILES UNDER EXISTING WAREHOUSE PIER ANACORTES PLANT TIMBER PILE REPAIRS IN; GUEMES CHANNEL DATUM: M.L.L.W. AT:ANACORTES, WA, SKAGIT CO. ADJACENT PROPERTY OWNERS: ,N Ae 2-0IR-—0 III 2 SEC. 13, T35N, ROLE, W.M. 1) TRIDENT SEAFOODS APPLICATION BY: 2 CITY OF SE ANACORTESTRIDENT SEAFOODS CORPORATION TRIDENT SEAFOODS COMPANY 1400 4TH STREET ANACORTES, WA 98221 SHEET 4 of 9 DATE:08/12 APPLICATION: B O MM..W O MLLW 1 i \ 1 a 0 0 8DO .418 . 00®an O o oo O Q O O Off_0 MLLW 0 MLLW -\ j./ . O Q0 8° O ° 0 0 0 Q 00 0 0 0 C'13 Or 0 0 j O O O O O O 00 O O O a4 © O 4 U ® ° 0 GUEMES CHANNEL o 0 0 0 0 0 ® AA o ® o ono o \- �p nER 3 ° B ° 0 0 0 0 L� o A 0 ap o 3 0 8 A °® 0 0 0 0 00 ® A 0 Iloo 0 o 3 ° 8 ® AA04i, A o AAoAAO ow o o . 0 8 A ,! 0 ® ® O O ® ® O O O O O O ®k O ® O O A 0 0 A 8 ° o cbAAo® 0 0 0® o oA o 0 0 0 O op o 0 0 00 0 0 0 0 0 0Ak 00�/ /5 O ° o* ° ° O ° oppo. ° 04 0 ° ° 0 I O 0 000 0 . 0 O 0 0* ) 0 0 0 0 0 C - O ° 4 <4000000° St* EXIMING SEAWALL n 8 2 +5 \,.2 OUMJE OF COMING WAREHOUSE BUILDING 0 = GOOD PILE }( = BAD PILE NO REPAIR A= YEAR 1 REPAIR (40) MID PIER Q= YEAR 2 REPAIR (40) PILE REPAIR PLAN ©= YEAR 3 REPAIR (40) o 10 20 30 50 FT. Q= YEAR 4 REPAIR (40) O= YEAR 5 REPAIR (30) PURPOSE: REPAIR DETERIORATED TRIDENT SEAFOODS PROPOSED: TIMBER PILE REPAIRS AMBER PILES UNDERREXISTING WAREHOUSE PIER ANACORTES PLANT TIMBER PILE REPAIRS IN: GUEMES CHANNEL DATUM: M.L.LW. AT:ANACORTES, WA, SKAGIT CO. ADJACENT PROPERTY OWNERS: NV ZO 12.0 1 I J_, SEC. 13, T35N, RO1E, W.M. 1) TRIDENT SEAFOODS APPLICATION BY: TRIDENT SEAFOODS CORPORATION TRIDENT SEAFOODS COMPANY 2) CITY OF ANACORTES 1400 4TH STREET ANACORTES, WA 98221 SHEET 5 of 9 DATE: 08/12 APPLICATION: GY/ENES CHANNEL 0 0 0 0 .. 0 0 0 0 0 O O O O O/O O O O O O O O O 0 fv COO O O l O O O O O O O co O O 000 COO y 0 CO o J O 0 00 O O O O O CC) 0 O 0 O CO 0 0 0 0 i' 0 C 000 -10 0 0 ® 0 CND 0 OD 0 (lC€C00 ail 040 0 0 OC)°v' co 0 ®100 •O'O° COOOCT 0 O a° ®(4)::)o°'" 00 o \ * 0,4 c° �snr�c �t t 00 O O ��Q nUBER PIER C O � • O • + � n,,,• O O �y L�J LYE O 0*O' O * *c** `DO Cif ° O 5 . CJ 0 0 O / O 0 ® 0 0 0 0 O O O0 OA CC" 00 C3�O ` CO C0, 0130000 00 0 0 O 0 0 0 0 04)0 Q ) 0 ® 00 GD COD 0 COO 0 0 0 00 0 0 0 C'.0 * 3 O ® ©0(4) ® ®O O 0 CO O 0 O i, CI)0 O D 00 OD ® ®) aoo(*) I) o o o •• 0 0 0 0000 0 0 0 0 an •) op o o �oo o` o o coo Qi 0 u 1 u 0 J 0 MLLW 0 MLLW OUTUNE CC EXISTING WAREHOUSE BUILDING . 0 = GOOD PILE X = BAD PILE NO REPAIR ®= YEAR 1 REPAIR (40) NORTH PIER 0= YEAR 2 REPAIR (40) PILE REPAIR PLAN 0= YEAR 3 REPAIR (40) 0 10 20 30 50 FT. Q= YEAR 4 REPAIR (40) Q= YEAR 5 REPAIR (30) PURPOSE: REPAIR DETERIORATED PROPOSED: TIMBER PILES UNDER EXISTING TRIDENT SEAFOODS TIMBER PILE REPAIRS WAREHOUSE PIER ANACORTES PLANT TIMBER PILE REPAIRS IN: GUEMES CHANNEL DATUM: M.L.L.W. AT:ANACORTES, WA, SKAGIT CO. ADJACENT PROPERTY OWNERS: NVN 11 2_, SEC. 13, T35N, RO1E, W.M. 1) TRIDENT SEAFOODS APPLICATION BY: 2) CITY OF ANACORTES TRIDENT SEAFOODS CORPORATION TRIDENT SEAFOODS COMPANY 1400 4TH STREET ANACORTES, WA 98221 SHEET 6 of• 9 DATE:08/12 APPLICATION: rCOSTING WAREHOUSE EXISTING TIMBER PILE DAMAGE/DECAY EXISTING TIMBER / BUILDING NOT SHOWN LINEE paTYP. (LOCATION VARIES) /DECK. (EL +16'±) +20' +20' +10' I +10' 1 (MHHW)+8.0 Z Ir n u n II +0(MLLW) (MLLW)+0 : u II un l � I u 11 n ;; 11 (( n II u n I II nl I IN 31 IIn go II rI I I n ,a Lt L n a I nu m n Ill n I �rr�-I. � Ir a �I + n a y �i �t -10. 0(I II i Hip Hu m n et n I!, nr!!L n d I, u 2 n 2 2 r2 _ J -10' nu uu mAr 12 II! !I4I 1 I� L., J L -20' -20' LINE GROUND ROFIILLE(VARIES) EXISTING PIER 1 ELEVATION A—A (ONSHORE) 0 5 10 20 40 60 FT. DUSTING WAREHOUSE PILE DAMAGE/DECAY TO BE BUILDING NOT SHOWN [S11NGERs DUI G UMBER DECK AND MAREPAIRED(LOGAiLON VARIES) TO REMAINUNNE+20' +20' +10' `�+10' (IIHHW)+8.0 T M +0 I I +0(MLLW) ,. h u --t0' -10' nil r Cu n ii ;i a 1r -20' ,I „ II ; {i,; J 1 I! N II LI -20' CH EXISTING 1DAH R n 1 J - DUNE � TYP. GROUND PROFILE(VARIES) EXISTING PIER ELEVATION A—A (OFFSHORE) 0 5 10 20 40 60 FT. EXISTING WAREHOUSE PILE DAMAGE/OECAY TO BE rBUItDWG NOT SHOWN EXISTING TIMBER DEC(AND REPAIRED(LOCATION VARIES) �/ STRINGERS TO REMAIN +20° +20' 01.10.W)+8.0 +10' y +10' (MLLW) +0 T +0(MU'W) ii II I �I rnnr i ---1Q' 10' 11 If u. I 1 f IaW, 1li \_. I. . uun 1 I p11 II aIn u u -20' i 1 � , I II l II II —20' COSTING TIMBER � iay �� �n ni 1r II 1 APPROX. EXISTING PILE. TYP. GROUND PROFILE(VARIES) EXISTING PIER CROSS_ SECTION B-B 0 5 10 20 40 60 FT. PURPOSE: REPAIR DETERIORAILU TRIDENT SEAFOODS PROPOSED: STIMB TIMBER PILE REPAIRS TIMBER PILES UNDER EXISTING WAREHOUSE PIER ANACORTES PLANT TIMBER PILE REPAIRS IN: GUEMES CHANNEL DATUM: M.L.L.W. AT:ANACORTES, WA, SKAGIT CO. ADJACENT PROPERTY OWNERS: � S �t 2 3 1 117. SEC. 13, T35N, R01E, W.M. 1) TRIDENT SEAFOODS APPLICATION BY: 2 CITY OF ANACORTES TRIDENT SEAFOODS CORPORATION TRIDENT SEAFOODS COMPANY • 1400 4TH STREET ANACORTES, WA 98221 SHEET 7 of 9 DATE: 08/12 APPLICATION: r DOSING TIMBER UMW TIMBER DECK STRINGER .1111111111.1111.1111111111.111.11111111 lijil - � EXiSTMG 12 X 14 PILE REPAIR PROCEDURE W/WMPETE?Nf PILE site TIMBER PILE CAP BEAM SHIM WITH TREATED PLYWOOD 1) INSTALL TEMPORARY SHORING TO SUPPORT OR UFT OR CEDAR WED(FS, IYP. PILE CAP AS NECESSARY DURING PILE REPAIR. 2) HAND EXCAVATE AROUND PRE TO BE REPAIRED NEW 4' X 3/8° STEEM BAR WITH TO EXPOSE COMPETENT TIMBER BELOW MUOUND (2)5/8°6 X 5° LAG BOLTS EACH SIDE OF PILE IN NEW PILE AND 3)CUT OFF PILE IN COMPETENT TIMBER AND REMOVE EASING PILE CAP, TYP. DAMAGED.PLE ABOVE CUT. I NEW.ACZA TIMBER PILE 4)PLACE FIBERGLASS JACKET OR SLEEVE AROUND (It DIA. MAX.) CUT PILE STUB WITH BOTTOM OF JACKET 2'± BELOW ^ CUT END OF PILE STUB. TOP OF JACK TO BE AT 0 LEAST 4'ABOVE PILE SPLICE AND 2' ABOVE MLLW. 0 5) INSTALL NEW TIMBER PILE(TIGHT-FIT)BETWEEN • , "'"—EL +2.0 (MN.) CUT PILE STUB AND BOTTOM OF PRE CAP BEAM. . 6) BACKFILL SUL AROUND JACKET OR SLEEVE • FILL W/EPDXY OR TO KEEP CENTERED ON PILE SPLICEEPDXY-GROUT 7) ON OUT-GOING TIDE, POUR OR PUMP JACKET . AROUND PILES TO TOP NM EPDXY OR EPDXY-GROUT. NEW FIBERGLASS JACKET FULLY FILLING AREA AROUND PILES AND FINISH TOP m :.4/7-OR SLEEVE(18°4,MA).) WITH CROWN TO DRAIN AWAY FROM PILES. ' %J B) INSTALL STEEL SIDE BARS AND LAG BOLTS TO • SECURE TOP OF NEW PILE TO PILE CAP. NATIVE a BACKFILL DASTWG MUDUNE !,\�\\ /A".' '` \/ r \.\\ \\:?. _ _ < APPROXIMATE LIMITS \\ OF TEMPORARY �a__ EXCAVATION I- TRIM 51U6 FLAT AND LEVEL TO ACCEPT NEW PLE T i STUB OF E)ASTING TIMBER PILE PILE REPAIR ELEVATION \\\,J (TRIMMED AT COMPETENT TIMBER BELOW MUDUNE) 0 1/2 1 2 3 FT. PURPOSE:MBER REPAIR EXISTING TRIDENT SEAFOODS PROPOSED: REPAIRS TIMBER PILES UNDER EXiS11NG WAREHOUSE PIER ANACORTES PLANT TIMBER PILE REPAIRS IN: GUEMES CHANNEL AT:ANACORTES, WA, SKAGIT CO. ADJACENT PROPERTY OWNERS: DATUM: M.LL.W. ����S r Zb 1�L6- 0 I 1 i 7- SEC. 13, T35N, R01 E, W.M. 1) TRIDENT SEAFOODS APPLICATION BY: CITY OF ANACORTES TRIDENT SEAFOODS CORPORATION TRIDENT SEAFOODS COMPANY 2 1400 4TH STREET ANACORTES, WA 98221 SHEET 8 of 9 DATE: 08/12 APPLICATION: I PILE TO(L PILE(VARIES) �g EXISTING WEER TIMBER DECK 1 STRINGER,TYP. 1 . II NEW 12 XI 14 ACZA E flSTING TIMBER NEW GALV. SPIKES TIMBER PILE CAPI PILE CAP TO REMAIN AND TIMBERS D \ (MATCH EXISTING) AS TIMBER OR REPAIRED TIMBER PILE. TYP. PILE CAP REPLACEMENT PROCEDURE 1)INSTALL TEMPORARY SHORING TO SUPPORT OR UFT PILE CAP STNIINIERS AS NECESSARY DURING PILE CAP REPLACEMENT. REPLACEMENT ELEVATION 2)CUT OFF AND REMOVE DRIFT PINS AND DAMAGED PILE CAPS OVER TOP OF DIMING OR REPAIRED UMBER PILE 0 1 2 4 6 FT 1 3)INSTALL NEW PILE CAP TIMBER(TIGHT—FIT)BETWEEN TOP OF PILE AND BOTTOM OF STRINGERS. 4) SPIN AND SHIM NEW PILE CAP TO TOP OF PILE It MINOR PILE CAP DECAY EXISTING DIRII(; EXISTING TIMBER 1111BER DECK TIMBER DECK STRINGER,TYP. E)OSTNG TIMBERimiwomiwwmmomm _ STRINGER, TYP. ,-A1 I�l, 14 N N h4 E)a511Nc TIMBER PILE CAP, TYP. 1l1 1111.1 j r . NEW GALV. SPICES NEW GALV.SPIKES EXISTING OR REPAIRED E ' AANR MSHIMS AND TIMBER SHIMS UMBER PILE CAP, TYP. AN REQUIRED NEW 12 X 14 ACZA • EXISTING OR REPAIRED • 1111 TIMBER PILE CAP TIMBER PILE 2'± EXISTING OR REPAIRED PILE CAP REPAIR PROCEDURE q PILE TIMBER PILE 1) INSTALL TEMPORARY SHORING TO SPORT OR LIFT STRINGERS AS NECESSARY DURING PILE CAP REPAIR. 2) CUT OFF DRIFT PIN FROM TOP OF COSTING TIMBER PILE PILE CAP AND CUT OFF PILE FOR TIGHT FIT BELOW NEW CAP. REPAIR ELEVATION 3) INSTALL NEW PILE CAP TIMBER(TIGHT—RT)BETWEEN 0 1 2 4 B FT. TOP OF PILE AND BOTTOM OF EXISTING PILE CAP.. 4) SPIKE AND SHIM NEW PILE CAP TO EXISTING PILE CAP. . PURPOSE: REPAIR DETERIORATED PROPOSED: TIMBER PILES UNDER EXISTING TRIDENT SEAFOODS TIMBER PILE REPAIRS WAREHOUSE PIER ANACORTES PLANT TIMBER PILE REPAIRS IN: GUEMES CHANNEL DATUM: M.L.L.W. �` AT:ANACORTES, WA, SKAGIT CO. ADJACENT PROPERTY OWNERS: +v AS t 2- 01` 1 2. SEC. 13, T35N, Rol E, W.M. 1) TRIDENT SEAFOODS APPLICATION BY: CITY OF ANACORTES TRIDENT SEAFOODS CORPORATION TRIDENT SEAF00DS COMPANY 2) 1400 4TH STREET ANACORTES, WA 98221 SHEET 9 of 9 DATE:08/12 APPLICATION: ''•,' NATIONWIDE PERMIT ; `I_�I { US Army Corps I Illi; of Engineers o Terms and Conditions Seattle District Effective Date: June 15, 2012 A. Description of Authorized Activities B. Corps National General Conditions for all NWPs C. Corps Seattle District Regional General Conditions D. Corps Regional Specific Conditions for this NWP E. State 401 Certification General Conditions F. State 401 Certification Specific Conditions for this NWP G. EPA 401 Certification General Conditions H. EPA 401 Certification Specific Conditions for this NWP I. Coastal Zone Management Consistency Response for this NWP In addition to any special condition that may be required on a case-by-case basis by the District Engineer, the following terms and conditions must be met,as applicable,for a Nationwide Permit authorization to be valid in Washington State. A. DESCRIPTION OF AUTHORIZED ACTIVITIES 3. Maintenance.(a)The repair,rehabilitation,or replacement of any previously authorized,currently serviceable structure,or fill,or of any currently serviceable structure or fill authorized by 33 CFR 330.3, provided that the structure or fill is not to be put to uses differing from those uses specified or contemplated for it in the original permit or the most recently authorized modification.Minor deviations in the structure's configuration or filled area,including those due to changes in materials,construction techniques,requirements of other regulatory agencies,or current construction codes or safety standards that are necessary to make the repair,rehabilitation,or replacement are authorized.Any stream channel modification is limited to the minimum necessary for the repair,rehabilitation,or replacement of the structure or fill; such modifications,including the removal of material from the stream channel,must be immediately adjacent to the project or within the boundaries of the structure or fill. This NWP also authorizes the repair,rehabilitation,or replacement of those structures or fills destroyed or damaged by storms, floods,fire or other discrete events,provided the repair,rehabilitation,or replacement is commenced, or is under contract to commence,within two years of the date of their destruction or damage. In cases of catastrophic events, such as hurricanes or tornadoes,this two-year limit may be waived by the district engineer,provided the permittee can demonstrate funding,contract,or other similar delays. (b)This NWP also authorizes the removal of accumulated sediments and debris in the vicinity of existing structures(e.g.,bridges, culverted road crossings,water intake structures,etc.)and/or the placement of new or additional riprap to protect the structure.The removal of sediment is limited to the minimum necessary to restore the waterway in the vicinity of the structure to the approximate dimensions that existed when the structure was built,but cannot extend farther than 200 feet in any direction from the structure.This 200 foot limit does not apply to maintenance dredging to remove accumulated sediments blocking or restricting outfall and intake structures or to maintenance dredging to remove accumulated sediments from canals associated with outfall and intake structures.All dredged or excavated materials must be deposited and retained in an area that has no waters of the United States unless otherwise specifically approved by the district engineer under separate authorization.The placement of new or additional riprap must be the minimum necessary to protect the structure or to ensure the safety of the structure.Any bank stabilization measures not directly associated with the structure will require a separate authorization from the district engineer. (c)This NWP also authorizes temporary structures,fills,and work necessary to conduct the maintenance activity.Appropriate measures must be taken to maintain normal downstream flows and minimize flooding to the maximum extent practicable,when temporary structures,work, and discharges, including cofferdams,are necessary for construction activities, access fills, or dewatering of construction sites.Temporary fills must consist of materials,and be placed in a manner,that will not be eroded by expected high flows.Temporary fills must be removed in their entirety and the affected areas returned to pre-construction elevations.The areas affected by temporary fills must be revegetated,as appropriate. (d)This NWP does not authorize maintenance dredging for the primary purpose of navigation. This NWP does not authorize beach restoration.This NWP does not authorize new stream channelization or stream relocation projects. Notification:For activities authorized by paragraph(b)of this NWP,the permittee must submit a pre-construction notification to the district engineer prior to commencing the activity(see general condition 31).The pre-construction notification must include information regarding the original design capacities and configurations of the outfalls,intakes, small impoundments,and canals. (Sections 10 and 404) Note:This NWP authorizes the repair,rehabilitation,or replacement of any previously authorized structure or fill that does not qualify for the Clean Water Act Section 404(f)exemption for maintenance. B. CORPS NATIONAL GENERAL CONDITIONS FOR ALL NWPs Note: To qualify for NWP authorization,the prospective permittee must comply with the following general conditions,as applicable,in addition to any regional or case-specific conditions imposed by the division engineer or district engineer. Prospective permittees should contact the appropriate Corps district office to determine if regional conditions have been imposed on an NWP.Prospective permittees should also contact the appropriate Corps district office to determine the status of Clean Water Act Section 401 water quality certification and/or Coastal Zone Management Act consistency for an NWP.Every person who may wish to obtain permit authorization under one or more NWPs,or who is currently relying on an existing or prior permit authorization under one or more NWPs,has been and is on notice that all of the provisions of 33 CFR§ 330.1 through 330.6 apply to every NWP authorization.Note especially 33 CFR § 330.5 relating to the modification,suspension, or revocation of any NWP authorization. 1.Navigation. (a)No activity may cause more than a minimal adverse effect on navigation. (b)Any safety lights and signals prescribed by the U.S. Coast Guard,through regulations or otherwise,must be installed and maintained at the permittee's expense on authorized facilities in navigable waters of the United States. (c)The permittee understands and agrees that, if future operations by the United States require the removal,relocation,or other alteration,of the structure or work herein authorized,or if,in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters,the permittee will be required, upon due notice from the Corps of Engineers,to remove,relocate,or alter the structural work or obstructions caused thereby,without expense to the United States.No claim shall be made against the United States on account of any such removal or alteration. 2.Aquatic Life Movements.No activity may substantially disrupt the necessary life cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area,unless the activity's primary purpose is to impound water. All permanent and temporary crossings of waterbodies shall be suitably culverted,bridged,or otherwise designed and constructed to maintain low flows to sustain the movement of those aquatic species. 2 3. Spawning Areas. Activities in spawning areas during spawning seasons must be avoided to the maximum extent practicable.Activities that result in the physical destruction(e.g.,through excavation, fill, or downstream smothering by substantial turbidity)of an important spawning area are not authorized. 4.Migratory Bird Breeding Areas.Activities in waters of the United States that serve as breeding areas for migratory birds must be avoided to the maximum extent practicable. 5. Shellfish Beds.No activity may occur in areas of concentrated shellfish populations,unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and 48, or is a shellfish seeding or habitat restoration activity authorized by NWP 27. 6. Suitable Material.No activity may use unsuitable material(e.g.,trash,debris,car bodies,asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in toxic.amounts(see Section 307 of the Clean Water Act). 7.Water Supply Intakes.No activity may occur in the proximity of a public water supply intake,except where the activity is for the repair or improvement of public water supply intake structures or adjacent bank stabilization. 8.Adverse Effects From Impoundments.If the activity creates an impoundment of water,adverse effects to the aquatic system due to accelerating the passage of water,and/or restricting its flow must be minimized to the maximum extent practicable. 9.Management of Water Flows.To the maximum extent practicable,the pre-construction course, condition,capacity, and location of open waters must be maintained for each activity,including stream channelization and storm water management activities,except as provided below.The activity must be constructed to withstand expected high flows.The activity must not restrict or impede the passage of normal or high flows,unless the primary purpose of the activity is to impound water or manage high flows.The activity may alter the pre-construction course,condition,capacity,and location of open waters if it benefits the aquatic environment(e.g., stream restoration or relocation activities). 10.Fills Within 100-Year Floodplains. The activity must comply with applicable FEMA-approved state or local floodplain management requirements. 11.Equipment.Heavy equipment working in wetlands or mudflats must be placed on mats, or other measures must be taken to minimize soil disturbance. 12. Soil Erosion and Sediment Controls.Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction,and all exposed soil and other fills,as well as any work below the ordinary high water mark or high tide line,must be permanently stabilized at the earliest practicable date.Permittees are encouraged to perform work within waters of the United States during periods of low-flow or no-flow. 13.Removal of Temporary Fills. Temporary fills must be removed in their entirety and the affected areas returned to pre-construction elevations. The affected areas must be revegetated, as appropriate. 14.Proper Maintenance.Any authorized structure or fill shall be properly maintained,including maintenance to ensure public safety and compliance with applicable NWP general conditions,as well as any activity-specific conditions added by the district engineer to an NWP authorization. 3 15. Single and Complete Project.The activity must be a single and complete project.The same NWP cannot be used more than once for the same single and complete project. 16. Wild and Scenic Rivers.No activity may occur in a component of the National Wild and Scenic River System,or in a river officially designated by Congress as a"study river"for possible inclusion in the system while the river is in an official study status, unless the appropriate Federal agency with direct management responsibility for such river,has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation or study status.Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency responsible for the designated Wild and Scenic River or study river(e.g.,National Park Service,U.S.Forest Service,Bureau of Land Management,U.S.Fish and Wildlife Service). 17.Tribal Rights.No activity or its operation may impair reserved tribal rights,including, but not limited to,reserved water rights and treaty fishing and hunting rights. 18.Endangered Species. (a)No activity is authorized under any NWP which is likely to directly or indirectly jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation,as identified under the Federal Endangered Species Act(ESA),or which will directly or indirectly destroy or adversely modify the critical habitat of such species.No activity is authorized under any NWP which"may affect"a listed species or critical habitat,unless Section 7 consultation addressing the effects of the proposed activity has been completed. (b)Federal agencies should follow their own procedures for complying with the requirements of the ESA. Federal permittees must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements.The district engineer will review the documentation and determine whether it is sufficient to address ESA compliance for the NWP activity,or whether additional ESA consultation is necessary. (c)Non-federal permittees must submit a pre-construction notification to the district engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project,or if the project is located in designated critical habitat,and shall not begin work on the activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the activity is authorized.For activities that might affect Federally-listed endangered or threatened species or designated critical habitat,the pre-construction notification must include the name(s)of the endangered or threatened species that might be affected by the proposed work or that utilize the designated critical habitat that might be affected by the proposed work.The district engineer will determine whether the proposed activity"may affect"or will have"no effect"to listed species and designated critical habitat and will notify the non-Federal applicant of the Corps' determination within 45 days of receipt of a complete pre- construction notification.In cases where the non-Federal applicant has identified listed species or critical habitat that might be affected or is in the vicinity of the project,and has so notified the Corps,the applicant shall not begin work until the Corps has provided notification the proposed activities will have "no effect"on listed species or critical habitat,or until Section 7 consultation has been completed.If the non-Federal applicant has not heard back from the Corps within 45 days,the applicant must still wait for notification from the Corps. (d)As a result of formal or informal consultation with the FWS or NMFS the district engineer may add species-specific regional endangered species conditions to the NWPs. (e)Authorization of an activity by a NWP does not authorize the"take"of a threatened or endangered species as defined under the ESA.In the absence of separate authorization(e.g.,an ESA Section 10 Permit,a Biological Opinion with"incidental take"provisions,etc.)from the U.S.FWS or the NMFS, The Endangered Species Act prohibits any person subject to the jurisdiction of the United States to take a listed species,where"take"means to harass,harm,pursue,hunt, shoot,wound,kill,trap,capture,or collect, or to attempt to engage in any such conduct.The word"harm"in the definition of"take"means an act which actually kills or injures wildlife. Such an act may include significant habitat modification or 4 degradation where it actually kills or injures wildlife by significantly impairing essential behavioral patterns, including breeding, feeding or sheltering. (f)Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the U.S.FWS and NMFS or their world wide web pages at http://www.fws.gov/or http://www.fws.gov/ipac and http://www.noaa.gov/fisheries.html respectively. 19.Migratory Birds and Bald and Golden Eagles.The permittee is responsible for obtaining any"take" permits required under the U.S.Fish and Wildlife Service's regulations governing compliance with the Migratory Bird Treaty Act or the Bald and Golden Eagle Protection Act. The permittee should contact the appropriate local office of the U.S.Fish and Wildlife Service to determine if such"take"permits are required for a particular activity. 20.Historic Properties.(a)In cases where the district engineer determines that the activity may affect properties listed,or eligible for listing,in the National Register of Historic Places,the activity is not authorized, until the requirements of Section 106 of the National Historic Preservation Act(NHPA)have been satisfied. (b)Federal permittees should follow their own procedures for complying with the requirements of Section 106 of the National Historic Preservation Act.Federal permittees must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements.The district engineer will review the documentation and determine whether it is sufficient to address section 106 compliance for the NWP activity,or whether additional section 106 consultation is necessary. (c)Non-federal permittees must submit a pre-construction notification to the district engineer if the authorized activity may have the potential to cause effects to any historic properties listed on,determined to be eligible for listing on,or potentially eligible for listing on the National Register of Historic Places, including previously unidentified properties. For such activities,the pre-construction notification must state which historic properties may be affected by the proposed work or include a vicinity map indicating the location of the historic properties or the potential for the presence of historic properties.Assistance regarding information on the location of or potential for the presence of historic resources can be sought from the State Historic Preservation Officer or Tribal Historic Preservation Officer,as appropriate,and the National Register of Historic Places(see 33 CFR 330.4(g)).When reviewing pre-construction notifications, district engineers will comply with the current procedures for addressing the requirements of Section 106 of the National Historic Preservation Act.The district engineer shall make a reasonable and good faith effort to carry out appropriate identification efforts,which may include background research,consultation,oral history interviews, sample field investigation,and field survey. Based on the information submitted and these efforts,the district engineer shall determine whether the proposed activity has the potential to cause an effect on the historic properties. Where the non-Federal applicant has identified historic properties on which the activity may have the potential to cause effects and so notified the Corps,the non-Federal applicant shall not begin the activity until notified by the district engineer either that the activity has no potential to cause effects or that consultation under Section 106 of the NHPA has been completed. (d) The district engineer will notify the prospective permittee within 45 days of receipt of a complete pre-construction notification whether NHPA Section 106 consultation is required. Section 106 consultation is not required when the Corps determines that the activity does not have the potential to cause effects on historic properties(see 36 CFR§800.3(a)). If NHPA section 106 consultation is required and will occur,the district engineer will notify the non-Federal applicant that he or she cannot begin work until Section 106 consultation is completed. If the non-Federal applicant has not heard back from the Corps within 45 days,the applicant must still wait for notification from the Corps. (e) Prospective permittees should be aware that section 110k of the NHPA(16 U.S.C.470h-2(k)) prevents the Corps from granting a permit or other assistance to an applicant who,with intent to avoid the requirements of Section 106 of the NHPA,has intentionally significantly adversely affected a historic property to which the permit would relate,or having legal power to prevent it,allowed such significant 5 adverse effect to occur,unless the Corps,after consultation with the Advisory Council on Historic Preservation(ACHP), determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance,the Corps is required to notify the ACHP and provide documentation specifying the circumstances,the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This documentation must include any views obtained from the applicant,SHPO/THPO,appropriate Indian tribes if the undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes,and other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties. 21. Discovery of Previously Unknown Remains and Artifacts. If you discover any previously unknown historic,cultural or archeological remains and artifacts while accomplishing the activity authorized by this permit,you must immediately notify the district engineer of what you have found,and to the maximum extent practicable,avoid construction activities that may affect the remains and artifacts until the required coordination has been completed.The district engineer will initiate the Federal,Tribal and state coordination required to determine if the items or remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 22.Designated Critical Resource Waters.Critical resource waters include,NOAA-managed marine sanctuaries and marine monuments,and National Estuarine Research Reserves.The district engineer may designate,after notice and opportunity for public comment,additional waters officially designated by a state as having particular environmental or ecological significance, such as outstanding national resource waters or state natural heritage sites. The district engineer may also designate additional critical resource waters after notice and opportunity for public comment. (a)Discharges of dredged or fill material into waters of the United States are not authorized by NWPs 7, 12, 14, 16, 17, 21,29,31,35,39, 40, 42,43,44,49,50, 51,and 52 for any activity within,or directly affecting,critical resource waters,including wetlands adjacent to such waters. (b)For NWPs 3, 8, 10, 13, 15, 18, 19,22,23,25, 27,28,30,33,34, 36,37, and 38,notification is required in accordance with general condition 31,for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters.The district engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 23.Mitigation.The district engineer will consider the following factors when determining appropriate and practicable mitigation necessary to ensure that adverse effects on the aquatic environment are minimal: (a)The activity must be designed and constructed to avoid and minimize adverse effects,both temporary and permanent,to waters of the United States to the maximum extent practicable at the project site(i.e.,on site). (b)Mitigation in all its forms (avoiding,minimizing,rectifying,reducing,or compensating for resource losses)will be required to the extent necessary to ensure that the adverse effects to the aquatic environment are minimal. (c)Compensatory mitigation at a minimum one-for-one ratio will be required for all wetland losses that exceed 1/10-acre and require pre-construction notification,unless the district engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse effects of the proposed activity are minimal,and provides a project-specific waiver of this requirement.For wetland losses of 1/10-acre or less that require pre-construction notification,the district engineer may determine on a case-by-case basis that compensatory mitigation is required to ensure that the activity results in minimal adverse effects on the aquatic environment. Compensatory mitigation projects provided to offset losses of aquatic resources must comply with the applicable provisions of 33 CFR part 332. (1)The prospective permittee is responsible for proposing an appropriate compensatory mitigation option if compensatory mitigation is necessary to ensure that the activity results in minimal 6 adverse effects on the aquatic environment.(2)Since the likelihood of success is greater and the impacts to potentially valuable uplands are reduced,wetland restoration should be the first compensatory mitigation option considered. (3)If permittee-responsible mitigation is the proposed option,the prospective permittee is responsible for submitting a mitigation plan.A conceptual or detailed mitigation plan may be used by the district engineer to make the decision on the NWP verification request,but a final mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2)—(14)must be approved by the district engineer before the permittee begins work in waters of the United States,unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation(see 33 CFR 332.3(k)(3)). (4)If mitigation bank or in-lieu fee program credits are the proposed option,the mitigation plan only needs to address the baseline conditions at the impact site and the number of credits to be provided. (5)Compensatory mitigation requirements(e.g.,resource type and amount to be provided as compensatory mitigation, site protection,ecological performance standards,monitoring requirements) may be addressed through conditions added to the NWP authorization, instead of components of a compensatory mitigation plan. (d)For losses of streams or other open waters that require pre-construction notification,the district engineer may require compensatory mitigation,such as stream rehabilitation,enhancement,or preservation,to ensure that the activity results in minimal adverse effects on the aquatic environment. (e)Compensatory mitigation will not be used to increase the acreage losses allowed by the acreage limits of the NWPs. For example, if an NWP has an acreage limit of 1/2-acre, it cannot be used to authorize any project resulting in the loss of greater than 1/2-acre of waters of the United States,even if compensatory mitigation is provided that replaces or restores some of the lost waters.However, compensatory mitigation can and should be used,as necessary,to ensure that a project already meeting the established acreage limits also satisfies the minimal impact requirement associated with the NWPs. (f)Compensatory mitigation plans for projects in or near streams or other open waters will normally include a requirement for the restoration or establishment,maintenance,and legal protection(e.g., conservation easements)of riparian areas next to open waters.In some cases,riparian areas may be the only compensatory mitigation required.Riparian areas should consist of native species.The width of the required riparian area will address documented water quality or aquatic habitat loss concerns.Normally, the riparian area will be 25 to 50 feet wide on each side of the stream,but the district engineer may require slightly wider riparian areas to address documented water quality or habitat loss concerns.If it is not possible to establish a riparian area on both sides of a stream,or if the waterbody is a lake or coastal waters,then restoring or establishing a riparian area along a single bank or shoreline may be sufficient. Where both wetlands and open waters exist on the project site,the district engineer will determine the appropriate compensatory mitigation(e.g.,riparian areas and/or wetlands compensation)based on what is best for the aquatic environment on a watershed basis.In cases where riparian areas are determined to be the most appropriate form of compensatory mitigation,the district engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland losses. (g)Permittees may propose the use of mitigation banks,in-lieu fee programs,or separate permittee- responsible mitigation.For activities resulting in the loss of marine or estuarine resources,permittee- responsible compensatory mitigation may be environmentally preferable if there are no mitigation banks or in-lieu fee programs in the area that have marine or estuarine credits available for sale or transfer to the permittee.For permittee-responsible mitigation,the special conditions of the NWP verification must clearly indicate the party or parties responsible for the implementation and performance of the compensatory mitigation project,and,if required,its long-term management. (h)Where certain functions and services of waters of the United States are permanently adversely affected, such as the conversion of a forested or scrub-shrub wetland to a herbaceous wetland in a permanently maintained utility line right-of-way,mitigation may be required to reduce the adverse effects of the project to the minimal level. 7 24. Safety of Impoundment Structures. To ensure that all impoundment structures are safely designed, the district engineer may require non-Federal applicants to demonstrate that the structures comply with established state dam safety criteria or have been designed by qualified persons.The district engineer may also require documentation that the design has been independently reviewed by similarly qualified persons,and appropriate modifications made to ensure safety. 25. Water Quality.Where States and authorized Tribes,or EPA where applicable,have not previously certified compliance of an NWP with CWA Section 401, individual 401 Water Quality Certification must be obtained or waived(see 33 CFR 330.4(c)). The district engineer or State or Tribe may require additional water quality management measures to ensure that the authorized activity does not result in more than minimal degradation of water quality. 26. Coastal Zone Management.In coastal states where an NWP has not previously received a state coastal zone management consistency concurrence, an individual state coastal zone management consistency concurrence must be obtained,or a presumption of concurrence must occur(see 33 CFR 330.4(d)).The district engineer or a State may require additional measures to ensure that the authorized activity is consistent with state coastal zone management requirements. 27.Regional and Case-By-Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer(see 33 CFR 330.4(e))and with any case specific conditions added by the Corps or by the state,Indian Tribe,or U.S.EPA in its section 401 Water Quality Certification,or by the state in its Coastal Zone Management Act consistency determination. 28.Use of Multiple Nationwide Permits.The use of more than one NWP for a single and complete project is prohibited,except when the acreage loss of waters of the United States authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit. For example,if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13,the maximum acreage loss of waters of the United States for the total project cannot exceed 1/3-acre. 29.Transfer of Nationwide Permit Verifications. If the permittee sells the property associated with a nationwide permit verification,the permittee may transfer the nationwide permit verification to the new owner by submitting a letter to the appropriate Corps district office to validate the transfer.A copy of the nationwide permit verification must be attached to the letter,and the letter must contain the following statement and signature: "When the structures or work authorized by this nationwide permit are still in existence at the time the property is transferred,the terms and conditions of this nationwide permit,including any special conditions,will continue to be binding on the new owner(s)of the property.To validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms and conditions,have the transferee sign and date below." (Transferee) (Date) 30.Compliance Certification.Each permittee who receives an NWP verification letter from the Corps must provide a signed certification documenting completion of the authorized activity and any required compensatory mitigation. The success of any required permittee-responsible mitigation,including the achievement of ecological performance standards,will be addressed separately by the district engineer. The Corps will provide the permittee the certification document with the NWP verification letter. The certification document will include: (a)A statement that the authorized work was done in accordance with 8 the NWP authorization,including any general,regional,or activity-specific conditions;(b)A statement that the implementation of any required compensatory mitigation was completed in accordance with the permit conditions.If credits from a mitigation bank or in-lieu fee program are used to satisfy the compensatory mitigation requirements,the certification must include the documentation required by 33 CFR 332.3(1)(3)to confirm that the permittee secured the appropriate number and resource type of credits; and(c)The signature of the permittee certifying the completion of the work and mitigation. 31.Pre-Construction Notification.(a)Timing.Where required by the terms of the NWP,the prospective permittee must notify the district engineer by submitting a pre-construction notification(PCN)as early as possible.The district engineer must determine if the PCN is complete within 30 calendar days of the date of receipt and, if the PCN is determined to be incomplete,notify the prospective permittee within that 30 day period to request the additional information necessary to make the PCN complete.The request must specify the information needed to make the PCN complete.As a general rule, district engineers will request additional information necessary to make the PCN complete only once.However, if the prospective permittee does not provide all of the requested information,then the district engineer will notify the prospective permittee that the PCN is still incomplete and the PCN review process will not commence until all of the requested information has been received by the district engineer. The prospective permittee shall not begin the activity until either:(1)He or she is notified in writing by the district engineer that the activity may proceed under the NWP with any special conditions imposed by the district or division engineer; or(2)45 calendar days have passed from the district engineer's receipt of the complete PCN and the prospective permittee has not received written notice from the district or division engineer.However, if the permittee was required to notify the Corps pursuant to general condition 18 that listed species or critical habitat might be affected or in the vicinity of the project,or to notify the Corps pursuant to general condition 20 that the activity may have the potential to cause effects to historic properties,the permittee cannot begin the activity until receiving written notification from the Corps that there is"no effect"on listed species or"no potential to cause effects"on historic properties,or that any consultation required under Section 7 of the Endangered Species Act(see 33 CFR 330.4(f)) and/or Section 106 of the National Historic Preservation(see 33 CFR 330.4(g))has been completed.Also,work cannot begin under NWPs 21,49,or 50 until the permittee has received written approval from the Corps. If the proposed activity requires a written waiver to exceed specified limits of an NWP,the permittee may not begin the activity until the district engineer issues the waiver.If the district or division engineer notifies the permittee in writing that an individual permit is required within 45 calendar days of receipt of a complete PCN,the permittee cannot begin the activity until an individual permit has been obtained. Subsequently,the permittee's right to proceed under the NWP may be modified,suspended,or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). (b)Contents of Pre-Construction Notification: The PCN must be in writing and include the following information: (1)Name,address and telephone numbers of the prospective permittee;(2)Location of the proposed project;(3)A description of the proposed project;the project's purpose;direct and indirect adverse environmental effects the project would cause, including the anticipated amount of loss of water of the United States expected to result from the NWP activity, in acres,linear feet,or other appropriate unit of measure;any other NWP(s),regional general permit(s),or individual permit(s)used or intended to be used to authorize any part of the proposed project or any related activity.The description should be sufficiently detailed to allow the district engineer to determine that the adverse effects of the project will be minimal and to determine the need for compensatory mitigation. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP.(Sketches usually clarify the project and when provided results in a quicker decision. Sketches should contain sufficient detail to provide an illustrative description of the proposed activity(e.g.,a conceptual plan),but do not need to be detailed engineering plans);(4)The PCN must include a delineation of wetlands,other special aquatic sites, and other waters, such as lakes and ponds,and perennial, intermittent,and ephemeral streams,on the project site.Wetland delineations must be prepared in accordance with the current method required by the Corps. The permittee may ask the Corps to delineate the special aquatic sites and other waters on the 9 project site,but there may be a delay if the Corps does the delineation,especially if the project site is large or contains many waters of the United States. Furthermore,the 45 day period will not start until the delineation has been submitted to or completed by the Corps, as appropriate;(5)If the proposed activity will result in the loss of greater than 1/10-acre of wetlands and a PCN is required,the prospective permittee must submit a statement describing how the mitigation requirement will be satisfied,or explaining why the adverse effects are minimal and why compensatory mitigation should not be required. As an alternative,the prospective permittee may submit a conceptual or detailed mitigation plan. (6)If any listed species or designated critical habitat might be affected or is in the vicinity of the project, or if the project is located in designated critical habitat,for non-Federal applicants the PCN must include the name(s)of those endangered or threatened species that might be affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work.Federal applicants must provide documentation demonstrating compliance with the Endangered Species Act;and(7)For an activity that • may affect a historic property listed on,determined to be eligible for listing on,or potentially eligible for listing on,the National Register of Historic Places, for non-Federal applicants the PCN must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property.Federal applicants must provide documentation demonstrating compliance with Section 106 of the National Historic Preservation Act. (c)Form of Pre-Construction Notification:The standard individual permit application form(Form ENG 4345)may be used,but the completed application form must clearly indicate that it is a PCN and must include all of the information required in paragraphs(b)(1)through(7) of this general condition.A letter containing the required information may also be used. (d)Agency Coordination: (1)The district engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental effects to a minimal level.(2) For all NWP activities that require pre-construction notification and result in the loss of greater than 1/2- acre of waters of the United States,for NWP 21,29, 39,40, 42,43,44, 50, 51,and 52 activities that require pre-construction notification and will result in the loss of greater than 300 linear feet of intermittent and ephemeral stream bed,and for all NWP 48 activities that require pre-construction notification,the district engineer will immediately provide(e.g.,via e-mail,facsimile transmission, overnight mail,or other expeditious manner)a copy of the complete PCN to the appropriate Federal or state offices(U.S. FWS,state natural resource or water quality agency,EPA, State Historic Preservation Officer(SHPO)or Tribal Historic Preservation Office(THPO),and, if appropriate,the NMFS).With the exception of NWP 37,these agencies will have 10 calendar days from the date the material is transmitted to telephone or fax the district engineer notice that they intend to provide substantive,site-specific comments. The comments must explain why the agency believes the adverse effects will be more than minimal.If so contacted by an agency,the district engineer will wait an additional 15 calendar days before making a decision on the pre-construction notification.The district engineer will fully consider agency comments received within the specified time frame concerning the proposed activity's compliance with the terms and conditions of the NWPs,including the need for mitigation to ensure the net adverse environmental effects to the aquatic environment of the proposed activity are minimal. The district engineer will provide no response to the resource agency,except as provided below.The district engineer will indicate in the administrative record associated with each pre-construction notification that the resource agencies' concerns were considered.For NWP 37,the emergency watershed protection and rehabilitation activity may proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of property or economic hardship will occur.The district engineer will consider any comments received to decide whether the NWP 37 authorization should be modified, suspended, or revoked in accordance with the procedures at 33 CFR 330.5.(3)In cases of where the prospective permittee is not a Federal agency,the district engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential Fish Habitat conservation recommendations,as required by Section 305(b)(4)(B)of the Magnuson-Stevens Fishery Conservation and Management Act.(4) 10 Applicants are encouraged to provide the Corps with either electronic files or multiple copies of pre- construction notifications to expedite agency coordination. District Engineer's Decision 1. In reviewing the PCN for the proposed activity,the district engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. For a linear project,this determination will include an evaluation of the individual crossings to determine whether they individually satisfy the terms and conditions of the NWP(s),as well as the cumulative effects caused by all of the crossings authorized by NWP.If an applicant requests a waiver of the 300 linear foot limit on impacts to intermittent or ephemeral streams or of an otherwise applicable limit,as provided for in NWPs 13,21, 29, 36,39,40,42,43,44, 50, 51 or 52,the district engineer will only grant the waiver upon a written determination that the NWP activity will result in minimal adverse effects. When making minimal effects determinations the district engineer will consider the direct and indirect effects caused by the NWP activity. The district engineer will also consider site specific factors, such as the environmental setting in the vicinity of the NWP activity,the type of resource that will be affected by the NWP activity,the functions provided by the aquatic resources that will be affected by the NWP activity,the degree or magnitude to which the aquatic resources perform those functions,the extent that aquatic resource functions will be lost as a result of the NWP activity(e.g.,partial or complete loss),the duration of the adverse effects(temporary or permanent),the importance of the aquatic resource functions to the region (e.g.,watershed or ecoregion), and mitigation required by the district engineer. If an appropriate functional assessment method is available and practicable to use,that assessment method may be used by the district engineer to assist in the minimal adverse effects determination.The district engineer may add case-specific special conditions to the NWP authorization to address site-specific environmental concerns. 2.If the proposed activity requires a PCN and will result in a loss of greater than 1/10-acre of wetlands,the prospective permittee should submit a mitigation proposal with the PCN.Applicants may also propose compensatory mitigation for projects with smaller impacts.The district engineer will consider any proposed compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment of the proposed activity are minimal. The compensatory mitigation proposal may be either conceptual or detailed.If the district engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minimal,after considering mitigation,the district engineer will notify the permittee and include any activity-specific conditions in the NWP verification the district engineer deems necessary.Conditions for compensatory mitigation requirements must comply with the appropriate provisions at 33 CFR 332.3(k).The district engineer must approve the fmal mitigation plan before the permittee commences work in waters of the United States,unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN,the district engineer will expeditiously review the proposed compensatory mitigation plan.The district engineer must review the proposed compensatory mitigation plan within 45 calendar days of receiving a complete PCN and determine whether the proposed mitigation would ensure no more than minimal adverse effects on the aquatic environment.If the net adverse effects of the project on the aquatic environment(after consideration of the compensatory mitigation proposal) are determined by the district engineer to be minimal,the district engineer will provide a timely written response to the applicant. The response will state that the project can proceed under the terms and conditions of the NWP, including any activity-specific conditions added to the NWP authorization by the district engineer. 3. If the district engineer determines that the adverse effects of the proposed work are more than minimal,then the district engineer will notify the applicant either:(a)That the project does not qualify for 11 authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual permit; (b)that the project is authorized under the NWP subject to the applicant's submission of a mitigation plan that would reduce the adverse effects on the aquatic environment to the minimal level;or(c)that the project is authorized under the NWP with specific modifications or conditions. Where the district engineer determines that mitigation is required to ensure no more than minimal adverse effects occur to the aquatic environment,the activity will be authorized within the 45-day PCN period, with activity-specific conditions that state the mitigation requirements.The authorization will include the necessary conceptual or detailed mitigation or a requirement that the applicant submit a mitigation plan that would reduce the adverse effects on the aquatic environment to the minimal level.When mitigation is required,no work in waters of the United States may occur until the district engineer has approved a specific mitigation plan or has determined that prior approval of a final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. Further Information 1. District Engineers have authority to determine if an activity complies with the terms and conditions of an NWP. 2.NWPs do not obviate the need to obtain other federal,state,or local permits,approvals,or authorizations required by law. 3.NWPs do not grant any property rights or exclusive privileges. 4.NWPs do not authorize any injury to the property or rights of others. 5.NWPs do not authorize interference with any existing or proposed Federal project. C. CORPS SEA ITLE DISTRICT REGIONAL GENERAL CONDITIONS 1. Aquatic Resources Requiring Special Protection. Activities resulting in a loss of waters of the United States in a mature forested wetland,bog,bog-like wetland, aspen-dominated wetland,alkali wetland, wetlands in a dunal system along the Washington coast,vernal pools,camas prairie wetlands,estuarine wetlands,and wetlands in coastal lagoons cannot be authorized by a NWP,except by the following NWPs: NWP 3 —Maintenance NWP 20—Oil Spill Cleanup NWP 32—Completed Enforcement Actions NWP 38—Cleanup of Hazardous and Toxic Waste In order to use one of the above-referenced NWPs in any of the aquatic resources requiring special protection,you must submit a pre-construction notification to the District Engineer in accordance with Nationwide Permit General Condition 31 (Pre-Construction Notification)and obtain written approval before commencing work. 2.Commencement Bay. The following NWPs may not be used to authorize activities located in the Commencement Bay Study Area(see Figure 1 at www.nws.usace.army.mil,select Regulatory Permits then Permit Guidebook,then Nationwide Permits)requiring Department of the Army authorization: NWP 12—Utility Line Activities(substations) NWP 13 —Bank Stabilization NWP 14—Linear Transportation Projects NWP 23 —Approved Categorical Exclusions NWP 29—Residential Developments NWP 39—Commercial and Institutional Developments NWP 40—Agricultural Activities 12 NWP 41 —Reshaping Existing Drainage Ditches NWP 42—Recreational Facilities NWP 43—Stormwater Management Facilities 3.New Bank Stabilization Prohibition Areas in Tidal Waters of Puget Sound.Activities involving new bank stabilization in tidal waters in Water Resource Inventory Areas(WRIAs)8,9, 10, 11,and 12(within the specific area identified on Figure 2 at www.nws.usace.army.mil, select Regulatory Permits then Permit Guidebook,then Nationwide Permits)cannot be authorized by a NWP. 4. Bank Stabilization.Any project including new or maintenance bank stabilization activities requires pre-construction notification to the District Engineer in accordance with Nationwide Permit General Condition 31 for Pre-Construction Notification. This requirement does not apply to maintenance work exempt by 33 CFR 323.4(a)(2). Each notification must also include the following information: a.Need for the work,including the cause of the erosion and the threat posed to structures, infrastructure,and/or public safety. The notification must also include a justification for the need to place fill or structures waterward of the line of the Corps'jurisdiction(typically,the ordinary high water mark or mean higher high water mark). b.Current and expected post-project sediment movement and deposition patterns in and near the project area. In tidal waters,describe the location and size of the nearest bluff sediment sources(feeder bluffs)to the project area and current and expected post-project nearshore drift patterns in the project area. c. Current and expected post-project habitat conditions,including the presence of fish,wildlife and plant species, submerged aquatic vegetation,spawning habitat,and special aquatic sites(e.g.,vegetated shallows,riffle and pool complexes, or mudflats)in the project area. d.In rivers and streams,an assessment of the likely impact of the proposed work on upstream, downstream and cross-stream properties(at a minimum the area assessed should extend from the nearest upstream bend to the nearest downstream bend of the watercourse). Discuss the methodology used for determining effects. The Corps reserves the right to request an increase in the reach assessment area to fully address the relevant ecological reach and associated habitat. e.For new bank stabilization activities in rivers and streams,describe the type and length of existing bank stabilization within 300 feet up and downstream of the project area. In tidal areas,describe the type and length of existing bank stabilization within 300 feet along the shoreline on both sides of the project area. f.Demonstrate the proposed project incorporates the least environmentally damaging practicable bank protection methods. These methods include,but are not limited to,the use of bioengineering, biotechnical design,root wads, large woody material,native plantings,and beach nourishment in certain circumstances. If rock must be used due to site erosion conditions,explain how the bank stabilization structure incorporates elements beneficial to fish. If the Corps determines you have not incorporated the least environmentally damaging practicable bank protection methods and/or have not fully compensated for impacts to aquatic resources,you must submit a compensatory mitigation plan to compensate for impacts to aquatic resources. g.A planting plan using native riparian plant species unless the applicant demonstrates a planting plan is not appropriate or not practicable. 13 5. Crossings of Waters of the United States. Any project including installing,replacing,or modifying crossings of waters of the United States,such as culverts,requires pre-construction notification to the District Engineer in accordance with Nationwide Permit General Condition 31 for Pre-Construction Notification. This requirement does not apply to maintenance work exempt by 33 CFR 323.4(a)(2). Each notification must also include the following information: a.Need for the crossing. b.Crossing design criteria and design methodology. c.Rationale behind using the specific design method for the crossing. 6. Cultural Resources and Human Burials. Permittees must immediately stop work and notify the District Engineer within 24 hours if,during the course of conducting authorized work, human burials, cultural resources,or historic properties,as identified by the National Historic Preservation Act,are discovered. Failure to stop work in the area of discovery until the Corps can comply with the provisions of 33 CFR 325 Appendix C,the National Historic Preservation Act,and other pertinent laws and regulations could result in a violation of state and federal laws.Violators are subject to civil and criminal penalties. 7. Essential Fish Habitat. An activity which may adversely affect essential fish habitat,as identified under the Magnuson-Stevens Fishery Conservation and Management Act(MSA),may not be authorized by NWP until essential fish habitat requirements have been met by the applicant and the Corps. Non- federal permittees shall notify the District Engineer if essential fish habitat may be affected by,or is in the vicinity of, a proposed activity and shall not begin work until notified by the District Engineer that the requirements of the essential fish habitat provisions of the MSA have been satisfied and the activity is authorized. The notification must identify the type(s)of essential fish habitat(e.g.,Pacific salmon, groundfish,and/or coastal-pelagic species)managed by a Fishery Management Plan that may be affected. Information about essential fish habitat is available at www.nwr.noaa.gov/. 8. Vegetation Protection and Restoration. Permittees must clearly mark all construction area boundaries before beginning work. The removal of native vegetation in riparian areas and wetlands, and the removal of submerged aquatic vegetation in estuarine and tidal areas must be avoided and minimized to the maximum extent practicable. Areas subject to temporary vegetation removal shall be replanted with appropriate native species by the end of the first planting season following the disturbance except as waived by the District Engineer. If an aquaculture area is permitted to impact submerged aquatic vegetation under NWP 48,the aquaculture area does not need to be replanted with submerged aquatic vegetation. 9. Access.You must allow representatives of this office to inspect the authorized activity at any time deemed necessary to ensure the work is being,or has been,accomplished in accordance with the terms and conditions of your permit. 10. Contractor Notification of Permit Requirements.The permittee must provide a copy of the nationwide permit verification letter,conditions,and permit drawings to all contractors involved with the authorized work, prior to the commencement of any work in waters of the U.S. D. CORPS REGIONAL SPECIFIC CONDITIONS FOR THIS NWP:NONE E. STATE 401 CERTIFICATION GENERAL CONDITIONS: 14 • 1. For in-water construction activities. Individual 401 review is required for projects or activities authorized under NWPs that will cause,or be likely to cause or contribute to an exceedence of a State water quality standard(WAC 173-201A) or sediment management standard(WAC 173-204). Note:State water quality standards are posted on Ecology's website: http://www.ecy.wa.gov/programs/wq/swqs/. Click "Surface Water Criteria"for freshwater and marine water standards. Sediment management standards are posted on Ecology's website: http://www.ecy.wa.gov/biblio/wac173204.html. Information is also available by contacting Ecology's Federal Permit staff. 2. Projects or Activities Discharging to Impaired Waters. Individual 401 review is required for projects or activities authorized under NWPs if the project or activity will occur in a 303(d)listed segment of a waterbody or upstream of a listed segment and may result in further exceedences of the specific listed parameter. Note: To determine if your project or activity is in a 303(d) listed segment of a waterbody, visit Ecology's Water Quality Assessment webpage for maps and search tools, http://www.ecy.wa.gov/programs/wq/303d/2008/. Information is also available by contacting Ecology's Federal Permit staff. 3. Notification. For projects or activities that will require Individual 401 review,applicants must provide Ecology with the same documentation provided to the Corps(as described in Corps Nationwide Permit General Condition 31,Pre-Construction Notification), including,when applicable: (a) A description of the project,including site plans,project purpose, direct and indirect adverse environmental effects the project would cause, and any other Department of the Army permits used or intended to be used to authorize any part of the proposed project or any related activity. (b) Delineation of special aquatic sites and other waters of the United States. Wetland delineations must be prepared in accordance with the current method required by the Corps and shall include Ecology's Wetland Rating form.Wetland rating forms are subject to review and verification by Ecology staff. Note: Wetland rating forms are available on Ecology's Wetlands website: http://www.ecy.wa.gov/programs/sea/wetlands/ratingsystems or by contacting Ecology s Federal Permit staff. (c) A statement describing how the mitigation requirement will be satisfied.A conceptual or detailed mitigation or restoration plan may be submitted. Mitigation plans submitted for Ecology review and approval shall be based on the guidance provided in Wetland Mitigation in Washington State,Parts 1 and 2(Ecology Publications#06-06- 01 la and#06-06-011b). (d) Coastal Zone Management Program"Certification of Consistency"Form if the project is located within a coastal county(Clallam,Grays Harbor,Island,Jefferson,King,Kitsap,Mason,Pacific, Pierce, San Juan,Skagit, Snohomish,Thurston, Wahkiakum, and Whatcom counties). Note:CZM Certification of Consistency forms are available on Ecology's Federal Permit website:http://www.ecy.wa.gov/programs/sealfed-permit/index.html or by contacting Ecology's Federal Permit staff. 15 (e) Other applicable requirements of Corps Nationwide Permit General Condition 31,Corps Regional Conditions,or notification conditions of the applicable NWP. Note:Ecology has 180 days from receipt of applicable documents noted above and a copy of the final authorization letter from the Corps providing coverage for a proposed project or activity under the NWP Program to issue a WQC and CZM consistency determination response. If more than 180 days pass after Ecology's receipt of these documents,your requirement to obtain an individual WQC and CZM consistency determination response becomes waived. 4. Aquatic resources requiring special protection. Certain aquatic resources are unique,difficult-to- replace components of the aquatic environment in Washington State. Activities that would affect these resources must be avoided to the greatest extent possible. Compensating for adverse impacts to high value aquatic resources is typically difficult, prohibitively expensive, and may not be possible in some landscape settings. Individual 401 review is required for activities in or affecting the following aquatic resources(and not prohibited by Regional Condition 1): (a)Wetlands with special characteristics(as defined in the Washington State Wetland Rating Systems for western and eastern Washington,Ecology Publications#04-06-025 and#04-06-015): • Estuarine wetlands • Natural Heritage wetlands • Bogs • Old-growth and mature forested wetlands • Wetlands in coastal lagoons • Interdunal wetlands • Vernal pools • Alkali wetlands (b)Fens,aspen-dominated wetlands,camas prairie wetlands, and marine water with eelgrass(Zostera marina)beds(except for NWP 48). (c)Category 1 wetlands (d)Category II wetlands with a habitat score>_29 points. This State General Condition does not apply to the following Nationwide Permits: NWP 20—Response Operations for Oil and Hazardous Substances NWP 32—Completed Enforcement Actions 5. Mitigation. For projects requiring Individual 401 review,adequate compensatory mitigation must be provided for wetland and other water quality-related impacts of projects or activities authorized under the NWP Program. (a) Mitigation plans submitted for Ecology review and approval shall be based on the guidance provided in Wetland Mitigation in Washington State,Parts 1 and 2(Ecology Publications#06-06- 01 la and#06-06-011b)and shall, at a minimum,include the following: 16 i. A description of the measures taken to avoid and minimize impacts to wetlands and other waters of the U.S. ii. The nature of the proposed impacts(i.e., acreage of wetlands and functions lost or degraded) iii. The rationale for the mitigation site that was selected iv. The goals and objectives of the compensatory mitigation project v. How the mitigation project will be accomplished,including construction sequencing,best management practices to protect water quality, proposed performance standards for measuring success and the proposed buffer widths vi. How it will be maintained and monitored to assess progress towards goals and objectives. Monitoring will generally be required for a minimum of five years. For forested and scrub- shrub wetlands, 10 years of monitoring will often be necessary. vii. How the compensatory mitigation site will be legally protected for the long term. Refer to Wetland Mitigation in Washington State—Part 2: Developing Mitigation Plans(Ecology Publication#06-06-011b)for guidance on developing mitigation plans. Ecology encourages the use of alternative mitigation approaches,including advance mitigation and other programmatic approaches such as mitigation banks and programmatic mitigation areas at the local level. If you are interested in proposing use of an alternative mitigation approach,consult with the appropriate Ecology regional staff person. (see http://www.ecy.wa.gov/programs/sea/wetlands/contacts.htm) Information on the state wetland mitigation banking program is available on Ecology's website: http://www.ecy.wa.gov/programs/sea/wetlands/mitigation/banking/index.html 6. Temporary Fills. Individual 401 review is required for any project or activity with temporary fill in wetlands or other waters of the State for more than 90 days,unless the applicant has received written approval from Ecology. Note: This State General Condition does not apply to projects or activities authorized under NWP 33, Temporary Construction, Access, and Dewatering 7. Stormwater discharge pollution prevention: All projects that involve land disturbance or impervious surfaces must implement prevention or control measures to avoid discharge of pollutants in stormwater runoff to waters of the state. For land disturbances during construction,the permittee must obtain and implement permits where required and follow Ecology's current stormwater manual. Note:Stormwater permit information is available at Ecology's Water Quality website: http://www.ecy.wa.gov/programs/wq/stormwater/index.html. Ecology's Stormwater Management and Design Manuals are available at: http://www.ecy.wa.gov/programs/wq/stormwater/municipal/StrmwtrMan.html. Information is also available by contacting Ecology's Federal Permit staff. 8. State Certification for PCNs not receiving 45-day response.In the event the U.S.Army Corps of Engineers does not respond to a complete pre-construction notification within 45 days,the applicant must contact Ecology for Individual 401 review. 17 F. STATE 401 CERTIFICATION SPECIFIC CONDITIONS FOR THIS NWP: Certified,subject to conditions. Permittee must meet Ecology 401 General Conditions. Individual 401 review is required for projects or activities authorized under this NW?if: 1. The project or activities are below the OHWM with new work being proposed outside the original footprint. 2. The proposed project or activity increases the original footprint of the structure by more than 1/10th acre in wetlands. Note 1: "Original footprint"refers to the configuration of the structure or filled area within the last two years. Note 2:This may include causing surrounding wetlands to be drained. 3. The project or activity includes adding a new structure, such as a weir,flap gate/tide gate,or culvert to the site. G. EPA 401 CERTIFICATION GENERAL CONDITIONS: A. Any activities in the following types of wetlands and waters of the United States will need to apply for an individual 401 certification: Mature forested wetlands,bogs,bog-like wetlands,wetlands in dunal systems along the Washington coast,coastal lagoons,vernal pools,aspen-dominated wetlands,alkali wetlands,camas prairie wetlands,estuarine wetlands, including salt marshes, and marine waters with eelgrass or kelp beds. B.A 401 certification determination is based on the project or activity meeting established turbidity levels. The EPA will be using as guidance the state of Washington's water quality standards [WAC 173- 201a] and sediment quality standards[WAC 173-204].Projects or activities that are expected to exceed these levels or that do exceed these levels will require an individual 401 certification. The water quality standards allow for short-term turbidity exceedances after all necessary Best Management Practices have been implemented(e.g.,properly placed and maintained filter fences,hay bales and/or other erosion control devices,adequate detention of runoff to prevent turbid water from flowing off-site,providing a vegetated buffer between the activity and open water,etc.),and only up to the following limits: Wetted Stream Width at Discharge Point Approximate Downstream Point for Determining Compliance Up to 30 feet 50 feet >30 to 100 feet 100 feet >100 feet to 200 feet 200 feet >200 feet 300 feet LAKE,POND,RESERVOIR Lesser of 100 feet or maximum surface dimension C. 401 certification of projects and activities under NWPs will use Washington State Department of Ecology's most recent stormwater manual or an EPA approved equivalent manual as guidance in meeting water quality standards. 18 D.For projects and activities requiring coverage under an NPDES permit,certification is based on compliance with the requirements of that permit.Projects and activities not in compliance with NPDES requirements will require individual 401certification. E.Individual 401certification is required for projects or activities authorized under NWPs if the project will discharge to a waterbody on the list of impaired waterbodies(the 303(d)List)and the discharge may result in further exceedance of a specific parameter the waterbody is listed for.The EPA shall make this determination on a case-by-case basis. For projects or activities that will discharge to a 303(d)-listed waterbody that does not have an approved Total Maximum Daily Load(TMDL)or an approved water quality management plan,the applicant must provide documentation for EPA approval showing that the discharge will not result in further exceedance of the listed contaminant or impairment. For projects or activities that will discharge to a 303(d)-listed waterbody that does not have an approved TMDL,the applicant must provide documentation for EPA approval showing that the discharge is within the limits established in the TMDL.The current list of 303(d)-listed waterbodies in Washington State will be consulted in making this determination and is available on Ecology's web site at: www.ecy.wa.gov/programs/wq/3 03d/20 12/index.html The EPA may issue 401 certification for projects or activities that would result in further exceedance or impairment if mitigation is provided that would result in a net decrease in listed contaminants or less impairment in the waterbody.This determination would be made during individual 401 certification review. F. For projects requiring individual 401 certification,applicants must provide the EPA with the same documentation provided to the Corps,(as described in Corps' National General Condition 31,Pre- Construction Notification),including,when applicable: (a) A description of the project, including site plans,project purpose,direct and indirect adverse environmental effects the project would cause,any other U.S. Department of the Army permits used or intended to use to authorize any part of the proposed project or any related activity. (b) Delineation of special aquatic sites and other waters of the United States.Wetland delineations must be prepared in accordance with the current method required by the Corps. (c) A statement describing how the mitigation requirement will be satisfied.A conceptual or detailed mitigation or restoration plan may be submitted. (d) Other applicable requirements of Corps National General Condition 31,Corps Regional Conditions,or notification conditions of the applicable NWP. A request for individual 401 certification-review is not complete until the EPA receives the applicable documents noted above and the EPA has received a copy of the final authorization letter from the Corps providing coverage for a proposed project or activity under the NWP Program. G. No activity, including structures and work in navigable waters of the United States or discharges of dredged or fill material,may consist of unsuitable material(e.g.,trash,debris, car bodies,asphalt,etc.) and material used for construction or discharged must be free from toxic pollutants in toxic amounts(see Section 307 of the Clean Water Act). 19 H.An individual 401 certification is based on adequate compensatory mitigation being provided for aquatic resource and other water quality-related impacts of projects or activities authorized under the NWP Program. A 401 certification is contingent upon written approval from the EPA of the compensatory mitigation plan for projects and activities resulting in any of the following: • impacts to any aquatic resources requiring special protection(as defined in EPA General Condition A or Corps General Regional Condition 1) • any impacts to tidal waters or non-tidal waters adjacent to tidal waters(applies to NWP 14) • Or,any impacts to aquatic resources greater than 1,acre. Compensatory mitigation plans submitted to the EPA shall be based on the Joint Agency guidance provided in Wetland Mitigation in Washington State, Parts 1 and 2(Ecology Publication#06-06-011a and#06-06-011b)and shall,at a minimum, include the following: (1) A description of the measures taken to avoid and minimize impacts to wetlands and other waters of the U.S. (2)The nature of the proposed impacts(i.e.,acreage of wetlands and functions lost or degraded) (3)The rationale for the mitigation site that was selected (4)The goals and objectives of the compensatory mitigation project (5)How the mitigation project will be accomplished,including proposed performance standards for measuring success(including meeting planting success standard of 80 percent survival after five years), evidence for hydrology at the mitigation site,and the proposed buffer widths; (6)How it will be maintained and monitored to assess progress towards goals and objectives. (7)Completion and submittal of an"as-built conditions report"upon completion of grading, planting and hydrology establishment at the mitigation site; (8)Completion and submittal of monitoring reports at years 3 and 5 showing the results of monitoring for hydrology,vegetation types,and aerial cover of vegetation. (9)For forested and scrub-shrub wetlands, 10 years of monitoring will often be necessary. (10)Documentation of legal site protection mechanism(covenant or deed restriction)to show how the compensatory mitigation site will be legally protected for the long-term. I.An individual 401 certification is required for any activity where temporary fill will remain in wetlands or other waterbodies for more than 90 days. The 90 day period begins when filling activity starts in the wetland or other waterbody. J. An individual 401 is required for any proposed project or activity in waterbodies on the most current list of the following Designated Critical Resource Waters(per Corps General Condition 22). K. An individual 401 certification is required for any proposed project that would increase permanent, above-grade,fill within the 100-year floodplain(including the floodway and the flood fringe). [Note:The 100-year floodplain is defined as those areas identified as Zones A,A1-30,AE,AH, AO,A99,V,V1-30, and VE on the most current Federal Emergency Management Agency Flood Rate Insurance Maps,or areas identified as within the 100-year floodplain on applicable local Flood Management Program maps. The 100-year flood is also known as the flood with a 100-year recurrence interval,or as the flood with an exceedance probability of 0.01.] 20 H. EPA 401 CERTIFICATION SPECIFIC CONDITIONS FOR THIS NWP: Partially denied without prejudice.Permittee must meet EPA 401 General Conditions. An individual 401 certification is required for projects authorized under this NWP if: 1. The project or activity would extend beyond the original project footprint(either along the shoreline or below MHHW or OHWM), or 2. Any activity requiring excavation or dredging in open water. I. COASTAL ZONE MANAGEMENT CONSISTENCY RESPONSE FOR THIS NWP: Concur,subject to the following condition: When individual 401 review is triggered,a CZM Certificate of Consistency form must be submitted for project located within the 15 coastal counties(See State General 401 Condition 3(Notification)). 21 lielp CERTIFICATE OF COMPLIANCE ,,,-�-,,�I �.� US Army Corps WITH DEPARTMENT OF THE ARMY PERMIT �'' of Engineers® Seattle District Permit Number: NWS-2012-1112 Name of Permittee: Trident Seafoods Corporation Date of Issuance: Upon completion of the activity authorized by this permit,please check the applicable boxes below, date and sign this certification, and return it to the following address: Department of the Army U.S.Army Corps of Engineers Seattle District,Regulatory Branch Post Office Box 3755 Seattle,Washington 98124-3755 Please note that your permitted activity is subject to a compliance inspection by a U.S.Army Corps of Engineers representative. If you fail to comply with the terms and conditions of your authorization, your permit may be subject to suspension,modification, or revocation. The work authorized by the above-referenced permit has been completed in accordance with the ❑ terms and conditions of this permit. Date work complete: 0 Photographs and as-built drawings of the authorized work(OPTIONAL, unless required as a Special Condition of the permit). If applicable,the mitigation required (e.g.,construction and plantings) in the above-referenced ❑ permit has been completed in accordance with the terms and conditions of this permit(not including future monitoring). Date work complete: ❑ Photographs and as-built drawings of the mitigation(OPTIONAL,unless required as a Special Condition of the permit). Printed Name: Signature: Date: A �--_ -10 49 - - - _' ' __ -• r " y 9 -{y +,?°may wThb�-i _. - I'' ,� _ : GUEMES CHANNEL ` o 0 0 o CUEIES CHANNEL a ❑ ° ❑ o yo 0 0 00 0 o a a o coo 0 oa oa a o a . co a s oaa - O C O O O'O CO 0 ® O O 00 O -0._ O O In , �— `EXISTING —10 ` coo 0 0 o coo 0 0 0 u o c o0o TIMBER PIER w > 0 ® o ¢o 0 00• a GM o00 coo 0�0 0 0 _J ••0 00 W • O• COCA 0•C•0 5 •05 0 • Z co( •c•• o• wCo(Oo• •• o-\ coc• ••110 •o -PROJECT l -!-, LAT 48' 31' 14" N SITE c n 0 4Di•m • 0 O.Ow OP op fo o w• °�° / —5 C D SO•OSC••o 0 O• cp ON 4D OD0 n 0 • O 0 0 0 CJ U U U / O 0 0 0 00 0 0 • 00 0 O• Ou 00 O 0 CO CO m ® 0 • o 00 0 ° • 0 0 0 0 °u° • p 5 J D — _ � o � cm ® ® o Wo 0 0 0 CO 0 0 0 .❑. . B r,—...„2,,., --� _ G _. , 0 •• 4 00 060 O• ©5 0 0 CO 0 O 0 ¢ •••O a • 0 Z '`per S:. I • N ® •O 00N 0 0 0 0 •• 0 0 0 mo• 0 0 0 0 a TRIDENT PIER • P31513 �� �... TRIDENT ...' "..` • 0 0 ®0o eb8o8.001100 0 0 CO O �� a o O SEAFOODS �—.' 8 • • �i ''�f o Muw oP55673 , ' o MLLW - ° 8 0 • ° 0 0 0 • OO 0 ❑ a c • a o 0o 0 0 4TH )STREET ° 8 • 0 0 0 0 00 0 00 cm • 0 o 8 ® o ;` 0 ° 0 0 0 0 • •• 0 • O On O o a • t 3 ° 8 0 0 O'II; 0 0 0 0 0 040 0 • 0 CEO 0 3 8 • a o 8 °• 0 00 0 00 • • 0 •00 0 • 3 8 8 • o• •O• •0 • • 0 • • 0 Om 0 O I 51H STREET 0 8 • 0 • • O o • • ❑ +5 ?w ) ° ° • 0 % • • O• 00 0. O O C• 00 p 8 a • OO 0m0 O 00 ❑ O 0 000p OO ° 0 ❑ ° : 0o O O O ❑O O • • O. 0 O6 0 0 0 J 0 0 0 00 0 0 • 0 0 0 0.0 �p 0 00 0 0 C +8.0 (MHHW) o T.XISTI o • N a• c• 0 NG VICINITY MAP ' 0 B ° SEAWALL CITY OF ANACURTES PERM! ! L,�-. 0 ❑ ❑ v.1 1�;� E ill i,;d , , o • cs° • O = EXISTING GOOD TIMBER PILE TIDAL INFORMATION: GUEMES CHANNEL +fiXi d + • = EXISTING DECAYED TIMBER PILE LAT 48'31'N, LONG 122'37' W ° ° e ° ° °• o° EXTREME HIGH WATER (EHW) = +11.00' -'ERMIT NO._v `A J MEAN HIGHER HIGH WATER (MHHW) = +8.20' 1 , +5 .�° • 0 ❑ ° OUTLINE of EXISTING t "` ° WAREHOUSE BUILDING MEAN HIGH WATER (MHW) = +7.40' ADI RESS ,L•1 ,,:, .,^___,__,_r R -- 0 (LUMMI BUILDING) • o MEAN LOWER LOW WATER (MLLW) = 0.0 (DATUM) ° ° ° ❑ 0 o EXTREME LOW WATER (ELW) = —4.5' ;�PF+OVED BY ° ° • • ° 0 0 w SUBJECT 10 FII9ELD INSPECTION. OvERSIGH • • • a a 0 N °Oi Ii 'N CQDF I S N.OT INCLUDED, (MHHW • • • O ° a t,/�:, a"`,i OF I � +8.0 iti\,/ o SHEET INDEX — BUILDING PERMIT SET <0, VICINITY MAP AND OVERALL PIER PLAN . 1 24 OCTOBER 2013 Li— ,,,0 ELEVATION SECTIONS AND GENERAL NOTES . 2 z PILE REPAIR PLAN BY YEAR 3 —~ A MARINE STRUCTURES ENGINEERING 0 o INITIAL AND FINAL PILE REPAIR ELEVATIONS. . 4 ��s,''� LAF°, k�COMMERCIAL AVE, ANACORTES,WA 98221(360)66-8627 5 OVERALL PIER PLAN 115 WI- PILE CAP REPLACEMENT AND REPAIR ELEVATIONS , I� kY �� a� OCT '13115111191 0 0 10 25 50 75 FT. GL 1 �- w `?�.',. 347,,5fo 2`� TRIDENT SEAFOODS NN �S9ONAL0.�G\ o� / M1k OVERALL P R ANDA ou 1 � 5 I EXISTING WAREHOUSE EXISTING TIMBER DECK, EXISTING TIMBER DETERIORATED TIMBER PILE EXISTING TIMBER DECK BUILDING NOT SHOWN STRINGERS AND PILE CAPS PILE, TYP. TO BE REPAIRED, TYP. (APPROX. EL :16.) TO REMAIN LOCATION VARIES +20 +20 pp . ' �. :. c m OF A.PE w .. , 7 r 1 .. g , i I (MHHW) +6�6 - — — - — v \/ i i�i � J�. I�I�Hw) +8.0 (MLLW) o ' n \.EI�V�%,.\� \ \ \ \/.\ry .\.,\If ,� p\.,I /,I/./ II II _I \ , y� \F\ 11 \ I 11 I (MLLw) 0 /�\/� �/i h F 1111 IIII IIII I I I III I I I \� - \!\ f II 1 • IIII II II I III II 11 II II II II IIII I �I I I II 11 II I it I II II II II i /-� ..\' 1 I I I I I II I III 1 III 1 I I I I 111 t I I 1 I II I 1 I ;,I u u L �1 II IIII u II II II I III II I I -10 • \�� \\ f III �I II H IIII II �I ulul 11 I1 u u u u u —10 1111 I111 IIII II 11 II II II II II II J / / / / �,/.iN'\\�\ 111 •\II\//Il / II II \ II /s II / jl I J I��I I� �I I IIII IIII III IIII II lu u J L - `' / IIII I „Li uu uu u u uu u u u /\ rv \I`\�\'1r II 1 ,I II II II II II II u -20 / ,\\A( 11 11 11 II I jl II II 11 11 II II 11 -20 �"• • II 11 II H II II 11 I1 II II 11 II II II II II I �I u J J u u u u u u APPROX. EXISTING GROUND III I u1 J U PROFILE UNDER PIER (VARIES) SECTION A—A PILEEXISTING WAREHOUSE DAMAGE/DECAY TO BE REPAIRED BUILDING NOT SHOWN EXISTING TIMBER DECK AND (LOCATION VARIES) STRINGERS TO REMAIN, TYP. +20 - +20 I r * ELEVATION SECTIONS (MHHW) +8.0 1 thpp HW) +8.0 0 5 10 15 30 45 FT. (MLLW) 0 ! I (MLLW) 0 •��f\r�\�^ i ' \yT\ \ y i\/;ram\'/ '\ \.> \�T r.,/�vi /: /. i./. !,/ �1 .. \ \\,\\ \� '11 I1 11' I(\A114, \ \!\.IT \\KIl'( II If` `I,(`11\r�/,A\'I . ..\1l II 4 .` -10 I I Il—r 1 n I i t I I n I 111 I I I I I I 11'—11 I I 1I -10 II II U II N I; II :i II H III II I 11 I U II II 11 II 11 1 II II Il 1I II u u II "11 II II II lI II II �� II II II I1 II u u U U u u u u I1 I I I I I I I 11 -20 u u u U U U U u u U U U -20 EXISTING TIMBER APPROX. EXISTING GROUND PILE, TYP. PROFILE UNDER PIER (VARIES) SECTION B—B EXECUTION MATERIALS AND CONSTRUCTION NOTIFICATION POINTS GENERAL AT A MINIMUM, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE (ENGINEER) AT THE FOLLOWING POINTS ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW AND SHALL CONFORM TO GOOD INDUSTRY PRACTICES IN THE PROGRESS OF THE WORK, PRIOR TO PROCEEDING FURTHER, TO ALLOW INSPECTION OF THE CONTRACTOR'S AND WORKMANSHIP. WORK: BACKFILL 1) AFTER PREPARING THE EXISTING PILE STUBS FOR INSTALLATION OF NEW PILES, PRIOR TO PROVIDE BORROW BACKFILL MATERIALS WHEN SUFFICIENT SATISFACTORY BACKFILL MATERIALS ARE NOT AVAILABLE INSTALLING THE NEW PILES. FROM ONSITE EXCAVATIONS. ALL BACKFILL MATERIALS SHALL BE ASTM D 2847 SOIL CLASSIFICATION GROUPS GW, GP, 2) AFTER PREPARING JACKETS FOR GROUTING, PRIOR TO PLACING ANY GROUT. GM, SW OR SP OR SM OR A COMBINATION OF THESE GROUPS. ALL BACKFILL SHALL BE FREE OF ROCK OR GRAVEL 3) AFTER REMOVAL OF EXISTING PILE CAPS, PRIOR TO INSTALLING NEW PILE CAPS. OVER 3" IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION OR OTHER DELETERIOUS MATTER. ALL REGULAR BACKFILL SHALL BE A NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF GRAVEL AND SAND. SUBMITTALS MILD STEEL THE CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL MATERIALS TO BE INCORPORATED IN THE WORK AS WELL AS ALL STRUCTURAL STEEL PIPE, ANGLES AND PLATES SHALL CONFORM TO ASTM A-36 AND SHALL BE HOT DIP SHOP DRAWINGS FOR ALL FABRICATED MATERIALS FOR APPROVAL BY THE ENGINEER. CERTIFICATIONS, GALVANIZED AFTER FABRICATION. TOUCH UP OR REPAIR OF GALVANIZING SHALL BE MANUFACTURERS DATA AND OTHER INFORMATION FOR ALL MATERIALS SHALL BE SUBMITTED AND WRITTEN APPROVAL OBTAINED PRIOR TO FABRICATION OR INSTALLATION. DONE USING A HOT STICK PROCESS IN ACCORDANCE WITH ASTM A780. THE FOLLOWING IS A LIST OF REQUIRED SUBMITTALS FOR THE PROJECT: FASTENERS 1) TEMPORARY SHORING PLAN AND DETAILS BOLTS, NUTS AND THROUGH RODS SHALL BE ASTM A-307 MILD STEEL AND HOT DIPPED GALVANIZED IN ACCORDANCE 2) TIMBER PILE (AND PILE CAP) MATERIALS AND PRESSURE TREATMENT WITH ASTM A-153. ALL WASHERS BEARING AGAINST WOOD SURFACES SHALL BE GALVANIZED PLATE WASHERS UNLESS OTHERWISE SPECIFIED IN DRAWINGS. O 3) FIBERGLASS JACKETS AND GROUT(IF USED) O 4) GROUT MIX AND GROUTING PLAN TIMBER PILES I- 5) ALL STEEL COMPONENTS, FASTENERS AND GALVANIZING TIMBER PILES SHALL BE NUMBER ONE GRADE OR BETTER, DOUGLAS-FIR AND SHALL BE PRESSURE TREATED WITH 6) ANY IMPORTED BACKFILL MATERIALS CHEMONITE (ACZA), TO A MINIMUM RETENTION OF 3.5 PCF. ALL FIELD CUT ENDS SHALL LL 1 7) OTHER SUBMITTALS AS REQUESTED BY THE ENGINEER BE FIELD REPAIRED WITH TWO HEAVY COATS OF PRESERVATIVE PER AWPA STANDARD M4. 0 TIMELY SUBMITTALS ARE AN IMPORTANT PART OF THE WORK. NO MATERIALS SHALL BE FABRICATED OR SITE WORK PILE CAPS o PERFORMED UNTIL ALL OF THE RELEVANT SUBMITTALS HAVE BEEN SUBMITTED AND APPROVED. TIMBER PILE CAPS SHALL BE THE SIZE TO MATCH THE EXISTING PILE CAP AND SHALL BE #1 DOUGLAS-FIR, PRESSURE p TREATED WITH AZCA TO 0.6 PSF OR OWNER APPROVED ALTERNATE. ALL PRESSURE TREATING AND AIR DRYING SHALL BUILDING PERMIT SET 0 SITE PROTECTION BE PERFORMED USING BEST MANAGEMENT PRACTICES AND ALL FIELD CUT ENDS OR FABRICATIONS SHALL BE FIELD 24 OCTOBER 2013 Q 0 THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PROTECT THE EXISTING FACILITIES AND INFRASTRUCTURE REPAIRED WITH TWO HEAVY COATS OF PRESERVATIVE PER AWPA STANDARD M4. M 5 FOR THE DURATION OF WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY AND ALL ITEMS DAMAGED BY THE 01 CONTRACTOR'S ACTIVITIES. THE CONTRACTOR SHALL DEPLOY AND MAINTAIN ALL CONTAINMENT METHODS AND JACKETS AND GROUT MATERIALS z ce REQUIREMENTS SPECIFIED IN THE PERMITS TO CONTAIN FLOATING DEBRIS CREATED DURING DEMOLITION AND DETAILS OF THE PROPOSED FIBERGLASS JACKETS AND EPDXY GROUT SHALL BE SUBMITTED TO THE ENGINEER FOR MARINE STRUCTURES ENGINEERING lu EXCAVATION. REVIEW AND APPROVAL BEFORE THEIR USE. ��y D.LAP iki1004 COMMERCIAL AVE,#364,ANACORTES,WA 98221 (360)466-8627 20 ���- co SCAM APPROVED IPA auarx an JML I- OTHER MATERIALS ., OCT 13 I-U ALL MATERIALS NOT SPECIFICALLY LISTED OR ANY ALTERNATE MATERIALS BEING PROPOSED BY THE CONTRACTOR 4,f/ lr 4 �m I Np SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INCORPORATION INTO f `" TRIDENT S E A F 0 0 D S 1- THE PROJECT. o'"d•'' 30745 O v\��. �.� N N ss/ORAL 6- koo DRA„m..A=R ELEVATION SECTIONS AND GENERAL NOTES 2 a 5 -10 GUE41ES CHANNEL O O O O 32 O O O O O O O O 31 O O/O 0 0 0 0 0 0 0 0 O 30 / 1 0 d 1 SO 0 O O , O O O O O O 0 00 O O O O O ® OUTLINE OF EXISTING ® O Cb ® ® O� O 0 O® O O C� O O SO WAREHOUSE BUILDING +5 op• 0 0 O/ O CO 0 • O 0 00 0 0 0 O @ (LUMMI BUILDING) O O QO n 0 00 O O O O O OLei O O _____C2/ -10� Jo 0 0 0 00 0 Oo 0 9 0 q 000 ©0 • o6i o 0 0 0as o oc3 O o o 0 ® 0 : 0 00 • oa0 •>,>. �0 0 0 s 0 = GOOD PILE TO REMAIN 0 o 0 CID • OS o 0 0 = -Ott:. _ 0' v�... OUTLINE OF = BAD PILE NO REPAIR • 000 0 O 0 O O O•� J O O O O 0 C 2O EXISTING TIMBER • c N r O O •• •• CD •� I ® O= YEAR 1 REPAIR (40 PLACES)• • /�Q 0 O O OO O O •.. ®*4 OK 0 0�� �_ ® = YEAR 2 REPAIR (40 PLACES) o - - - = - - l�ti a Q� - = 3PIER = YEAR 3 REPAIR (40 PLACES} -5 • = YEAR 4 REPAIR (40 PLACES) '0 8 0 • .O O o O •C O O c CO 0 O 21 ®= YEAR 5 REPAIR (30 PLACES) 0 0 4 •• • • • . • Co ©0 0 0 0 0 • 00 0 0® ®3 0 0 0 O �/O.O O aIw 0 4 0 0 00 ® 0 O 0 00 0 0 • 00 0 0 O®O 0 03 � 0 00 ® aM OUTLINE OF EXISTING -5 ---- 0 0 ® CEO © c o coo 0 0 o Co 0 0 0 0.0 * 17 00 o WAREHOUSE BUILDING p 0 0) CO (Lau BUILDING) 0 0 ® ®o( ® ®® o o co O o o c. :)Oo o $ o 16 0 2B +5 0) O ® co Qli (Do ©0 COW © O O O • • O O O COi 0® O O O DC) 0 EXISTING SEAWALL O TO REMAIN O CD •) CC ® Co CC 0 0 0 00 0 0 0 CO0 Q 0 o u 3 14 CD 0 O 0 0 *0 a '' • 0o®(4) O O 0 C 0 O 0 0 ® O 0 13 0 O ii �� �� (MLLW)� 4 0 0 (MLLW) • 0 8 . ♦� 0 0 p 0 * 00 0 0 0 07* 0 12 O 5 0 14 ♦+ 0 O O g ♦♦ 0 0 0 0 000 0 0 * O 11 O m o p • i �� p O O 0 m A O ® O co O O 10 0 0 • O B 8 �� p O O O O C2� O ® O C O 9O O 2 3 4 5 40) a .. O „ 0 A O A o e o o e o A A 0 Aoo O . V /\/ I°- B o® ADA ®o AA oAAo oo: o o • O toui ® o AA o 0 4 A 0 0 0 0 00 A. oA ® ci)0 1 1 O 2B © 0 66 PILE REPAIR BUILDING PERMIT SET wo PLAN BY YEAR 24 OCTOBER 2013 NN 0 5 10 15 30 45 FT. I- MARINE STRUCTURES ENGINEERING z W m \�0•L4,.O 1004 COMMERCIAL AVE,#364,ANACORTES,WA 98221 (360)466-8627 ix 0 ;tE `" SCALE APPROVED sn luw''n JML F 0 l,, , O"n' OCT 113 MIMES 0 .-. a TRIDENT SEAFOODS N d OAF qF�'y�r�p 24, .� a1 a G cv(V SSIONAI E* ryas PILE REPAIR PLAN au 2 EXISTING TIMBER EXISTING TIMBER EXISTING TIMBER EXISTING TIMBER DECK\ STRINGER DECK \ STRINGER X )1( X X X N X X "------r- © .. .._._>. - -- _ © 1 0 -':=F22> I `EXISTING 12 X 14 0 `EXISTING 12 X 14 ® TIMBER PILE CAP BEAM ca TIMBER PILE CAP BEAM SHIM WITH TREATED PLYWOOD EPDXY PLUG AT TOP OF OR CEDAR WEDGES AS REQ'D. JACKET, SLOPED TO DRAIN PILE REPAIR PROCEDURE STEP ONE (INSTALL NEW PILE) \ PILE REPAIR PROCEDURE STEP 2 TWO (JACKET AND GROUT) �S^''''""""'"'. —EL. +10.0t ;.I 1) INSTALL TEMPORARY SHORING TO SUPPORT OR LIFT NEW 3" X 3/8" STEEL BAR WITH 7) PLACE FIBERGLASS JACKET OR SLEEVE AROUND PILE CAP AS NECESSARY DURING PILE REPAIR. (2) 5/8"0 X 5" LAG BOLTS EACH .i NEW FIBERGLASS JACKET SIDE OF PILE IN NEW PILE AND CUT PILE STUB WITH BOTTOM OF JACKET 2'± BELOW : \OR SLEEVE 2) HAND EXCAVATE AROUND PILE TO BE REPAIRED in EXISTING PILE CAP, TYP. CUT END OF PILE STUB. TOP OF JACKET TO BE AT Lu LEAST 4' ABOVE PILE SPLICE AND UP TO +10't TO EXPOSE COMPETENT TIMBER BELOW MUDUNE. ¢ :I > B) WHILE USING TEMPORARY SPACERS TO KEEP THE 3) CUT OFF PILE IN COMPETENT TIMBER AND REMOVE JACKET CENTERED ON THE PILE, PUMP-IN GROUT USING DAMAGED PILE ABOVE CUT. z INJECTION PORT IN BOTTOM OF JACKET UNTIL GROUT IS 4) INSTALL NEW TIMBER PILE (TIGHT-FIT) BETWEEN d 7 WITHIN ONE TO TWO INCHES OF TOP OF JACKET. NEW ACZA TIMBER PILE CUT PILE STUB AND BOTTOM OF PILE CAP BEAM. _ \(12" DIA. MAX.) 9) REPLACE SOIL AROUND BOTTOM OF JACKET OR SLEEVE ANEW TIMBER PILE F- 5} INSTALL STEEL STRAPS TO PILE STUB TO SECURE CD 10) AFTER GROUT CURES, REMOVE WATER FROM TOP OF w BOTTOM OF NEW PILE TO PILE STUB. JACKET AND FILL FLUSH TO TOP WITH EPDXY WITH SLOPED a FILL ANNULUS OF JACKET cc oo TOP SO THAT WATER DRAINS AWAY FROM PILE. ' W/ NON-SHRINK GROUT 6) INSTALL SIDE BARS AND LAG BOLTS TO SECURE TOP j I (1 1/2" MIN. THICKNESS) OF NEW PILE TO PILE CAP. (4) NEW SIMPSON ST18 GALV. NEW FIBERGLASS JACKET STRAPS WITH (14) 16d GALV. OR SLEEVE (18"0, MAX.) NAILS ON OPPOSITE SIDES OF PILE, TYP. REPLACE NATIVE BACKFILL AFTER SLEEVE GROUTING APPROX. EXISTING SOIL PROFILE I EXISTING • ` \\ \\MUDLNE . • I \\\\\ \\:' I I;. \\ +I F en \ /\ F v� N W \-APPROXIMATE LIMITS OF w I \,,,'" �APPROXIMAIE LIMITS °' TEMPORARY EXCAVATION - \\\ } OF TEMPORARY II if EXCAVATION I I - TRIM STUB FLAT AND LEVEL I TO ACCEPT NEW PILE GROUT INJECTION PORT AT BOTTOM OF JACKET, TYP. co (STUB OF TRIMMED AT COMPETENT TIMBER ENT TIMBER (LOCATION VARIES) COMPETENT STUB OF BELOW MUDLINE) EXISTING TIMBER PILE o N O I- Le (INITIAL STEPS) (FINAL STEPS) ILI PILE REPAIR PILE REPAIR 0 0 6" 1 2 3 FT. 0 6" 1 2 3 FT. O BUILDING PERMIT SET IL NN 24 OCTOBER 2013 MARINE STRUCTURES ENGINEERING Z ( D.L d ��Y aKw4Fg6 1004 COMMERCIAL.AVE,#364,ANACORTES,WA 98221 (360)466-8627 p '4Ec. F WALE APPROVED OE ]IG''"'' JML H U ' II . Ili• DAM OCT '13 RAWER I O ; � ` ' " TRIDENT SEAFOODS N .n , 30745�o `n (' �IETZR .t NN S 6 S'ONAL�� moo INITIAL AND FINAL ro PILE REPAIR ELEVATIONS 4 a 5 CL PILE TO q_PILE (VARIES) EXISTING EXISTING TIMBER TIMBER DECK STRINGER, TIP. X X X X X X X X X X X X . -------r TIC c ®®I ® 00 00 0 0 0 \-KNEW TEE CONNECTOR STEEL BAR NEW 12 X 12 OR 12 X 14 \-EXISTING TIMBER (ACZA) TIMBER PILE CAP " PILE CAP (TO REMAIN) 3" X 1/4" W/(6) 5/8"0 X 5" GALV. (MATCH EXISTING) LAG BOLTS AT EACH END OF REPAIRED PILE CAP ENDS, TYP. NEW STEEL BAR 3" X 1/4" W/ (4) 5/6"0 X 5" GALV. LAG BOLTS AT INTERIOR PILE SUPPORTS, TYP. EXISTING OR REPAIRED aTIMBER PILE, TYP. 01 PILE CAP REPLACEMENT PROCEDURE (MAJOR DECAY) 1) INSTALL TEMPORARY SHORING TO SUPPORT OR UFT PILE CAP REPLACEMENT NOTE: THESE DETAILS PROVIDED IN THE STRINGERS AS NECESSARY DURING PILE CAP REPLACEMENT. 0 6" 1 2 3 FT. EVENT THAT (MAJOR OR MINOR) DECAYED PILE 2) CUT OFF AND REMOVE DRIFT PINS AND DAMAGED PILE CAPS ARE ENCOUNTERED AND REPAIRED AS CAPS OVER TOP OF EXISTING OR REPAIRED TIMBER PILE PART OF THE PILE REPAIR PROJECT. 3) INSTALL NEW PILE CAP TIMBER (TIGHT-FIT) BETWEEN MINOR PILE CAP DECAY TOP OF PILE AND BOTTOM OF STRINGERS. AT EXISTING PILE 4) SPIKE AND SHIM NEW PILE CAP TO TOP OF PILE. EXISTING TIMBER EXISTING TIMBER DECK STRINGER, TYP. x X X X PEXILE ISTINGCAP RTOMBER . ------r Q II REMAIN, TYP. O 1! II 0 II PILE CAP REPAIR PROCEDURE cs, NEW 8 X 12 (ACZA) 1 - 1 0\ 1) INSTALL TEMPORARY SHORING TO SUPPORT OR LIFT TIMBER CORBEL 0 STRINGERS AS NECESSARY DURING PILE CAP REPAIR. BEAM, TYP. ® 6" s TIP. N 2) CUT OFF DRIFT PIN FROM TOP OF EXISTING TIMBER PILE Oo AND CUT OFF PILE FOR TIGHT FIT BELOW NEW CAP. (2) NEW 5/8"0 X 12" (GALV) NEW STEEL BAR LAG BOLTS EACH END OF 3" X 1/4" W/ m 3) INSTALL NEW PILE CAP TIMBER (TIGHT-FIT) BETWEEN NEW CORBEL, TYP. ' '\ (4) 5/8"0 X 5" re w TOP OF PILE AND BOTTOM OF EXISTING PILE CAP.. �-/ LAG BOLTS 0 4) SPIKE AND SHIM NEW PILE CAP TO EXISTING PILE CAP. o 2'-6"± 2'-6"± PILE BUILDING PERMIT SET NN 24 OCTOBER 2013 z ILI w MARINE S 1'RUCTURES ENGINEERING (MINOR DECAY) O c)..D.LAF �100 COMMERCIALAVE,I #364,ANACORTES,WA 9 :nfi0)466-Bfi27 �F PILE CAP REPAIR `�. . JML I-0 0 6" 1 2 3 FT44 N. . : /,I a it ,i °Am OCT '13 !IMAM f'► N.NN OF`�fc �u0.�'�G\=� ��' TRIDENT SEAFOODS �S'oNA`�� 4. AND REAP REPLACEMENT EPLACE O T au `J,u�■ 5