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HomeMy WebLinkAboutBLD-2019-0480 - COMMERCIAL ti. Y 9 City of Anacortes Invoice/Permit#: BLD-2019-0480 904 6th Street Applied date: 07/26/2019 N"" P.O.Box 547 Anacortes, WA 98221-0547 Issue date: 08/06/2019 -.-. (360) 293 1901 . Expire date: 02/03/2021 L.9" Job Address: 116 0 AVE Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221 Project: APN: Remarks: Install concrete slab.Vent for proposed cook line fan added 9/30/2019. Owner: PACIFIC DREAM SEAFOODS Contractor: QUANTUM CONSTRUCTION INC Address: 116 OAVE Address: 12761 QUANTUM LN ANACORTES WA 98221 ANACORTES WA 98221-8364 Phone: Phone: (360)293-0656 License#: QUANTCI166DF General Information: Fees: Building Valuation 33000 Building Permit Fee 472.55 #of Ventilation Fans 1 Plan Review Fee 307.16 Mechanical Permit Fees 30.75 State Building Code Fee Comm 25.00 Total Calculated: 835.46 Deposits/Receipts: 307.16 Total Due: 528.30 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I 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 WHETHE PECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE OV IONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. _ / ./tom SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSU D B Permits and Insp... - BLD-2019-0480 - 2019 019405-0010 Carla Br... 1 0/09/201 9 09:56AM 10779 - QUANTUM CONSTRUCTION INC BLD-2019-0480 Commercial Alteration/Repair Permit Payment Amount: 528.30 Transaction Amount: 528.30 CHECK: 073166 Y C) City of Anacortes Invoice/Permit#: BLD-2019-0480 • 904 6th Street Applied date: 07/26/2019 `' P.O.Box 547 � Issue date: <'Y ` 30::'' Anacortes, WA 98221-0547 Expire date: 01l23l2021 :411 :' 4 (360) 293-1901 .,(;0t% Job Address: 116 0 AVE Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221 Project: APN: Remarks: Install concrete slab Owner: PACIFIC DREAM SEAFOODS Contractor: QUANTUM CONSTRUCTION INC Address: 116 OAVE Address: 12761 QUANTUM LN ANACORTES WA 98221 ANACORTES WA 98221-8364 Phone: Phone: (360) 293-0656 License#: QUANTCI166DF General Information: Fees: Building Valuation 33000 Building Permit Fee 472.55 Plan Review Fee 307.16 State Building Code Fee Comm 25.00 Total Calculated: 804.71 Deposits/Receipts: 0.00 Total Due: 804.71 itee 4 ( THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I 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 OR 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. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY - _ Permits and Insp... - BLD-2019-0480 - 2019 019288-0023 Erin WI... 07.12612019 10:22AN 10779 - QUANTUM CONSTRUCTION INC BLD-2019-0480 Commercial AlterationiRepai Payment Amount: 307.16 Transaction Amount: 307.16 CHECK: 072881 Site Address Project Building // 7 J AI 1)...e I • I • I i I I 1 /,qrz�-<< wu-�Ics cssQEs. 6�D \, =ub[ic Works I��" 1 � — — I — I I I I I — 1 i Panningl15.") \" \C�``C. Q, �� 4 Us.C.\ c":‘.\\ N_ �� 1 If. i cep/1141—k- 0 . i l I I I Fire I 1 I l I ' • Project Inter-Departmental Plan Review Tracking �D zoi9 --- 01-1g6) �� d �I o PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT D MEN�T 1` C. COMMERCIAL & MULTI-FAMILY BUILDING PE � rLl1�• :. N 17 �, Mailing Address:P.O. Box 547, Anacortes, W 221 ``rqw Office Location: 904 6`h Street, Anacortes WA 21UUL 2 6 2019 '�", Phone: (360) 293-1901 j PLEASE REFER TO THE COMMERCIAL&MULTI-FAMILY BUILDING PERMIT CHECKLIST FOR 3 utimI i 1 L REQ IREMEENTS PROJECT ADD Si(Street,Suite#): PARCEL )#: 41 O" clue t-S`361 Subdivision/Lot#: PROJECT VALUATION. $ 3APPLICANT: Phone: 1 COX.,w� CCKS1' ,,qi3_o6S Address(Street,City, tate,Zip): Email Address: PROPERTY O Phone: N a req►'c sCaZ 5 Address(S eet,scit't State,Zip): Email Address: I16 0 dive Atut to r+65 Id4)c Phon CONTACT PERSON: • My Mho— z93 — a� � Address(Street,City,State,Zip): Email ddr s: r1761 q�ti�v►.1 L h iv) ® lieeb QOvwoichoIC-J70d^t LENDING AGENCY: tA3/ Phone: Address(Street,City,State,Zip): �___ Email Address: CONTRACTOR:* Q u a...A c* Phone:36 O--'2.'13 —0&54 Address(Street,City,State,Zip): EmppiaddrsE 1a7L I 1Pt2ct40pi Let A'rt-.e.th- S N%f Qt oei - f teA4 1, *All Contractors&subcontractors must have a valid City of Anacortes Professional License# Exp.Pate: business license prior to doing work in the City. Contact the City's Business ice a% �.tV Finance Department at(360)299-1968. Business License#: Exp.Date: oil X° PROPOSED WORK: RL.a0Aatie_ 3 taae( w-4 %i I/ eoncr+c. 54will w G.oAnecf otra61A -& plc fs+-,J Jr,,, PROPOSED NEW SQUARE FOOTAGE: Basement SQ': 1s`Floor SQ': 2nd Floor SQ': 3rd Floor SQ': 4th Floor SQ': Garage SQ': Other SQ': Retaining Wall: Yes ❑ No ❑ Fire Sprinkler: Yes ❑ No 0 Occupancy Group(s): Occupant Load(s) Type of Construction: I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: in/k ,.,,�/ti/i''9 Owner 0 A ent,2((specify): Signature: Date: /V 24 J/4/ Page 1 of 5 IMPERVIOUS SURFACE AREA: Existing Impervious SQ': 1(5-1 oOc7 New Impervious SQ': 125 Total Disturbed Land/Soil SQ': 2.,2,E Total Proposed: Cut: E/b Fill: Q New hard surfaces(pervious&impervious) 225 Land converted from native vegetation to lawn or landscaping SQ': d Land converted from native vegetation to pasture SQ': MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: BTU: Other#: Wall Heater: Gas#: Elec#: Other:#: Location(s): Gas Water Heater: #: Location(s): Heat Pump: Elec#: Other#: Air Conditioner/Handler: Elec#: Other:#: Location(s): Radiant/Hydronic Heating: Gas#: Elec#: Other:#: Location(s): Exhaust Fans: Bath#: Laundry#: Kitchen#: Other#: Range Hood: #: Type 1 or 2(Circle which one) Location(s): Fireplace: Gas#: Elec#: Other:#: Location(s): Clothes Dryer&Duct: Gas#: Elec#: Other:#: Location(s): Stove/Range/Oven: Gas#: Elec#: Other:#: Location(s): Refrigeration Unit: Elec#: Other:#: Location(s): Gas Piping/Outlet(s): #: Location(s): Boiler: Gas#: Elec#: BTUs: Location(s): Other: #: Location(s): TOTAL MECHANICAL OUTLETS: PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): Refrigerator water supply(for water/ice dispenser): Kitchen Sink: Pressure Reduction Valve/Pressure Regulator: Utility Sink: Water Service Line: Tub: Water Piping: Hand Sink: Clothes Washer: Shower: Electric Water Heater: Tank-less? Yes D No ❑ Dishwasher: Backflow Prevention Device: Urinal: Hose Bib: Floor Drain/Floor Sink: Drinking Fountain: Hydronic Heat in: Floor ❑ Wall ❑ Grease Interceptor: Other: Other: TOTAL PLUMBING FIXTURES: Page 2 of 5 Cricchio, Kevin From: Cricchio, Kevin Sent: Tuesday,July 30, 2019 11:18 AM To: 'mikeb@quantumci.com' Cc: Frisinger, Rob; Measamer, Don; Lange, Steve; Diamond, David Subject: 116 "0" Avenue, BLD-2019-0480 7-30-19 L E COPY RE: 116 "0"Avenue, BLD-2019-0480 Hey Mike.We received your building permit application to remove gravel and install a concrete slab at 116 "0"Avenue. Since this is in the shoreline environment,this requires a shoreline exemption.The one provided to us did not include the proposed maintenance and repair activities so you'll need to do another one. Let me know if you have any questions. Kevin Cricchio, AICP, ISA, WPIT I Senior Planner I Certified Arborist Planning, Community & Economic Development Dept. City of Anacortes 1 P.O. Box 547 ( 904 6th Street 1 Anacortes, WA 98221 360.293.1937 (work)1 kevinc@cityofanacortes.ora 1 www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 FILE COPY 4 Anacortes Planning, Community & Economic Development Dept. Permit Center ., r At P.O.Box 547,Anacortes,WA 98221-0547 PH(360)299-1984 '10 %4 Don Measamer,Director of Planning,Community and Economic Development FAX(360)293-1938 EXEMPTION FROM THE SHORELINE MANAGEMENT ACT'S (SMA) SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT (SSDP): APPLICANT: Quantum Construction, 12761 Quantum Lane, Anacortes, Washington 98221 TENANT: Pacific Dream Seafoods, 116 "0"Avenue, Anacortes, Washington 98221 LANDOWNER: Port of Anacortes, 100 Commercial Avenue, Anacortes, Washington 98221 PROJECT LOCATION: The subject property is addressed as 116 "0" Avenue, Anacortes, Washington 98221 and lies within a portion of Section 13; Township 35 North; Range 01 East; Willamette Meridian. FILE: SLX-2018-0008 APPLICATION DATE: June 19,2018 ACTION: Approved L DESCRIPTION AND LOCATION: PROJECT DESCRIPTION: The applicant/ contractor has applied for a shoreline exemption to permit the removal and replacement of siding, roofing, insulation, and rostered light gage framing of the building. No structural changes are proposed. ZONING DISTRICT: The subject proposal is located in the Manufacturing and Shipping(MS)Zoning District of the City of Anacortes. Page 1 of 4 SHORELINE ENVIRONMENT/DESIGNATION: The project site lies in the City of Anacortes's 2010 Shoreline Master Programs Urban Maritime shoreline environment/designation. STATE ENVIRONMENTAL POLICY ACT(SEPA): The proposed work(repair, remodeling, and maintenance activities) has been determined to be exempt from SEPA environmental review pursuant to WAC 197.11.800(3) -"Repair, remodeling and maintenance activities. The following:activities shall be categorically exempt: The repair, remodeling, maintenance, or minor alteration of existing private or public structures,facilities or equipment, including utilities, recreation, and transportation facilities Involving no material expansions or changes in use beyond that previously existing; except that, where undertaken wholly or in part on lands covered by water, only minor repair or replacement of structures may be exempt(examples include repair or replacement of piling, ramps,floats, or mooring buoys, or minor repair, alteration, or maintenance of docks). The following maintenance activities shall not be considered exempt under this subsection:(a)Dredging of over fifty cubic yards of material; (b) Reconstruction or maintenance of groins and similar shoreline protection structures; (c) Replacement of utility cables that must be buried under the surface of the bed/ands; or (d) Repair/rebuilding of major dams, dikes, and reservoirs shall also not be considered exempt under this subsection." ll. FINDINGS OF FACT AND CONCLUSIONS OF LAW: 1. According to the City of Anacortes's 2010 Shoreline Master Program, water- dependent and water-related uses are permitted uses within the underlying Urban Maritime Shoreline Environment/Designation per SMP Section 5.12,Table 5.1. 2. The proposal will be consistent with the policies and provisions of the Shoreline Management Act and the 2010, City of Anacortes's Shoreline Master Plan (SMP). 3. The project is exempt from the requirement to obtain a Shoreline Substantial Development Permit (SSDP) pursuant to WAC 173.27.040(2)(b) "Normal maintenance or repair of existing structures or developments, including damage by accident,fire or elements. "Normal maintenance"includes those usual acts to prevent a decline, lapse, or cessation from a lawfully established condition. "Normal repair" means to restore a development to a state comparable to its original condition, including but not limited to its size, shape, configuration, location and external appearance, within a reasonable period after decay or partial destruction, except where repair causes substantial adverse effects to shoreline resource or environment Replacement of a structure or development may be authorized as repair where such replacement is the common method of repair for the type of structure or development and the replacement structure or development is comparable to the original structure or development including but not limited to its size,shape, configuration, location and external appearance and the replacement does not cause substantial adverse effects to shoreline resources or environment," Page 2 of 4 HI. DECISION: APPROVED DENIED IV. CONDITIONS OF APPROVAL: 1. Best Management Practices (BMPs) shall be implemented at all times during the proposed repair and maintenance construction activities. 2. The applicant shall adhere to the applicable policies and development regulations contained in the City of Anacortes's 2010, Shoreline Master Program including but not limited to those in:Section 5.11 Urban Maritime Environment; Chapter 6 Environmental Protection General Regulations; and other applicable provisions of the Shoreline Master Program. 3. All development and structures shall be a minimum of twenty-five (25) as measured from the ordinary high water mark of Fidalgo Bay. 4. Hours of construction/work are limited to 7:00 AM to 10:00 PM Sunday through Saturday. 5, Noise levels are not to exceed those standards as established by the state pursuant to Chapter 70.107 RCW and contained in Chapter 1.73.60 WAC. 6, If any artifacts or human remains are found upon excavation, the Samish Indian Nation; the City of Anacortes' Department of Planning, Community, & Economic Development;the City of Anacortes' Police Department; and the State of Washington's Department of Archaeology and Historic Preservation (DAHP) shall be immediately notified and the work in the immediate area cease. Pursuant to RCW § 27,53.060 it is unlawful to destroy any historic or prehistoric archaeological resources, RCW 27.44 and § 27.53.060 require that a person obtain a permit from the Washington State Department of Archaeology and Historic Preservations before excavating, removing, or altering Native American human remains or archaeological resources in Washington, 7. All applicable local, state and federal permits and authorizations shall be secured prior to work beginning on the site. Copies shall be provided to the city. 8. The applicant/landowner shall comply with federal statutes including but not limited to:The Endangered Species Act, Clean Water Act, Marine Mammal Protection Act, and other federal statutes. APPROVED BY: —7: June 20, 2018 Don Measamer `-- Date Director of Planning, Community, & Economic Development&Shoreline Administrator Page 3 of 4 APPEALS: Per AMC Table 19.20.030-1 and 19.20.210,the Administrator's decision may be appealed to the Hearing Examiner.Appeals must be delivered to the City Clerk by mail or personal delivery before 5:00 PM on the last business day of the appeal period (14 days). Appeals received by mail after 5:00 PM on the last day of the appeal period will not be accepted, regardless when such appeals were mailed or postmarked. 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Map discrepancies can Regional Labels be as great as 300 feet. t Copyright 2016 Y . r - r �,T p JUL 2 6 2019 ,form Water Minimum Requirements #2 i t CITY OF ANACORTES ENGINEERING DEPARTMENT 904 6th Street Anacortes,WA 98221 \<4.11COV www.anacorteswa.gov Co1`2' FILE COPY Official Use Only: (Information to Inspectors) Required Storm Water Facility and other related requirements: Project Address: 116 0 ave Submittal Date: _7/26/19 Parcel Number: _P55361 Revision Number: _0 Permit Number: BUD -20V1- b48o Acceptance Date (COA): Q .0(0.1C1 Reviewer: �,..►( FRONT OF REPORT �►cciz''YllEc) ost).pb•t9 Submittal Checklist: o TAB 1 - Drainage Analysis- Minimum Requirement#2 o APPENDIX 1 -Survey performed by a Professional Land Surveyor o APPENDIX 2 - Model Soil Management Plan for BMP T5.13 o APPENDIX 3 - Determining Construction Site Sediment Damage Potential (Appendix 7) o APPENDIX 4 - Site Plan with all applicable information (Minimum Size 11x17-30 scale) o APPENDIX 5 - Documented Site Photos (North, South, East and West) Project Description: (What is it you are looking to do?Provide details regarding, but not limited to, Lot SF, Home SF, New and Replaced Hard Surface) Remove existing crushed rock paving and install 6" reinforced concrete slab. Add 3 catch basins and tie to existing drains Existing Site Conditions Summary: (Additionally, provide information on previous permits, if any, like Grade and Fill, Clear and Grade, topography, vegetation, drainage, Critical Areas adjacent to the site and how it may affect this project if soils are disturbed, Soils Type (Included in Soils Analysis Report), Erosion Problem Areas, Construction Phasing\Sequence) The existing site is crushed rock paving Developed Conditions Summary: (Additionally, to be shown on the site plan. Identify cut and fill areas, proposed slopes of all hard surfaces, proposed contours) Concrete will replace crushed rock and slope back to building Site Sediment Transport Score: _30 Total Points (High\Low) (See Determining Construction Site Sediment Damage Potential (Appendix 7) Complete the Applicability Requirements- Flow Chart (Figure 1-2.4.1 Attached, Figure 1-2.4.2 Attached and Figure 1-2.5.1 Attached) Version Date: December 19, 2018 - Highlight the path and attach DOE Stormwater Management Manual Minimum Requirements: Refer to the 2012 Department of Ecology Manual, as amended in 2014 for further required information. Version Date: December 19, 2018 Sir Here Does the site have 35% Yes See Redeveloprnero Minimum or more of existing 01. Requirements and Flow Chart impervious coverage? (Figure 1 ), No Does the project convert 3 acres or more of veget&mn to Does the project result in lawn or landscaped areas.or 5.CIC0 square feet.or No convert 2.5 acres or more of greater.of new plus lo riMi4e vegetation to pashas? replaced hard surface area? 'des Yes Does the project result in' UG° square feet or greater.of new plus , All Minimum Requirements replaced hard surface are; apply to the new and replaced hard surfaces and converted vegetation areas,. Yes .° ,, No } Does the project have land Minimum Requirements#9 ` disturbing act viti € O through#5 apply to the newVeS square feet or l l and replaced hard surfaces and the land disturbed.. V Minimum Requirement applies. Figure I- . _ 1 Flow Chart for Deterrnining Requirements for NW' New Development DEPARTMENT OF Revised Jane 2015 ECOLOGY Pl-ease see lit4cLIMeintecy.via.govrcapyrtfat.han0 ror o pyrtanr notice inctraiing per-rntssii •s, State at Wastli ton rnitator rftliabillty,aid riisc-larer. version uate: uecemoer ui, zu i o Does the prefect result in 2.0I30 square feet,or more,of new plus replaced bard surface area? OR Does the rand disturbing activity total 7030 square feet or greater? vVes No IF Minimum Requirements*1 through tI apply to the new and replaced hard Minimum Requirement.2 applies. surfaces and the land disturbed_ Next Question Does the project add 5.,I10D square feet or more of new hard surfaces? OR Convert 1.4 ass or more of vegetation to lawn or landscaped areas? OR Co ert 2_5 acres or more of native vegetation to pas ? Yes No r _ All Minimum Requirements apply Next Question Is this a road to the new hard surfaces and the ) Norelated project?: converted vegetation areas. Yes Does the project and 5.000 square feet or more of new hard surfaces? Yes No ts the ttal of new plus replaced hard surfaces Do the new hard 5.000 square feet or more, surfaces add or No No additional No AND more to the existi ng i ; does the value of the proposed improvements hard surfaces within requirements_ -including interior improvements-exceed the project limits? bg%of the assessed value(or replacement value)of the existing site provements? Yes. All Minimum Requirements apply to the new and replaced hard surfaces and converted vegetation areas. 11 Yes Figure 1-2_4_2 Flow Chart for Determining Requirements for "Wig Redevelopment DEPARTMENT OF Revsed June Za1E ECOLOGY Pients see ht :: risw_e q. ►a.gov CotsrtIO.,hrrn,or topyrtgnt nodoe IncludinperTrftslcos, slate of Mat hlTon Ernita or DIItaDluty,and disclatmer. Version Date: December 19, 2018 TAB 2 (MINIMUM REQUIREMENT#2) • 1-2.5.2 Minimum Requirement#2— Construction Stormwater Pollution Prevention Plan (SWPP) - All projects are required to complete Minimum Requirement 2. - Refer to the 13 Elements of the SWPP (See document below, complete and attach) - See attached Table 4.1.1, Table 4.2.1 and Table - Provide Engineering Calculations as an attachment for Sediment Ponds\Traps, Diversions, Waterways and Runoff/Stormwater Detention Calculations. Minimum requirements#2 will be met. See this document and attached site plan for details. Table 4.1.1 Source Control BMP's by SWPPP Element Version Date: December 19, 2018 Element r1 Element r2 Element r13 Element#5 Element r6 Eler ent r9 Element r11 Etement 412 Preserve Establish Stabilize Protect Control Maintain Mana9 ethe Protect Low BMP or Element dame RJegetatioralark Construction Soils Slopes Pollutants B :lPs Project Impact Cfaarin Liut is Access Develonment BMP C101: Preserving Natural Vegetation V BLIP C102:Buffer Zones -/ MEI 'J BMP C103:High Visibility Plastic or Metal Fence BMP C105: Stabilized Construction V Entrance 1 Exit BL1PC106: Wheel Wash V 1.1 BMP C107: Construction Road/Parking V1. Area Stabilization BMP C120:Temporary and Permanent J V Seeding BIVIP C121: l~1ufching I. V BMP C122: Nets and Blankets V BMP C123: Plastic Covering V BLIP C124: Sodding BMP C125: Topsoiling /Composting EMI BMP C126: Polyacrylanide for Soil Erosion 111111111.1111111111.1111 Protection BMP C130: Surface Roughening yr MIMI BMP C131: Gradient Terraces V V BMP C140: Dust Control V BMP C150: Materials On Hand V V BMP C151: Concrete Handling / V BLIP C152: Sawcutting and Surfacing I I 11 ral Pollution Prevention m BMP C153: Material Delivery, Storage and [a Containment BMP C154: Concrete VVashout Area Km BMP C160: Certified Erosion and MI V V Sediment Control Lead BMP C162: Scheduling V Table 4.2.1 Runoff Conveyance and Treatment BMP's by SWPPP Element Version Date: December 19, 2018 • Ele Dernesit• Eleineni N6 Ekm M C wit ntXi Ett"'!1'n1�t Q Loom P t` A.: 1* - Coo iI %Atil1 Pvotpot Prot Stabilize ro Cants CGrit l e M haws, ts.+ �± Slade I Drain Weft •• :,t dt WWtedng im® ► • C.ntrols aid Outlets 'e° ret.na _ . .r_ -. - _.-... �.�._..�._.� 5 . -_ _.. C._.. - _ - .. - - - . . , intof c e 3toe Dike OW I _ ,�... .._.. . }Y s _ _, ., �...us.l . 140 C .t Grp-1,*at;d e . f — . . _ ,BOAP L ig A j;l - .. _ - 1 - ..-:. • AAP. t Stops.Q P:P : " b tit - ,,f o.". . : . 1 . . !Sh.„i. i' „„.„,,,e,„ !„.,, A'_t,-,,,,^C'h? ,.,- . :-Ts_.._ ..,,, :. _tea -e=Vol. - - •.+�.�1.._...-. `W:�:,M$: ..-_.-. x...-_. ...�a.'.W'. . i '•� x'�1P Cam= D ' ise t - s fl1P C C r Trianggiar Silt Clio tOgotax133. _.._ , Locnspd Chu.*to �.. -.a,>A:-�:_s.-z._::-Y-r]_,._r ,.-_:- .L•_�.:.. :__'�.,_.._. _ A[asV.+�. :.,:>..o:z_�1d96�lew .s....iC-ems;.: s.V--.- 'JC61a.:aNA{a�cSx. - - - 3 -, ---- • eTi1P C220; 4,191m lraln 11 Proteoilon . DIV 0 t: CjV l P11.4r 110tti _ - "®M4.; ll i • _ _ - --. - _ . ..-.- : - ______ --._.,,_ _ _.._ - . } 'f. �{v� - _. .. - - - '. ANJ.1-.1y..rr.•�l'r-SL� c : • - .. . BMP Teg1 1 �' ��S�w.ar.. .- -- NM -t • $MP.023 Sc imam Try BE BP C-2� 1 o Tc i�pasty l en,..Pe a p - , ... _ - . .. - m MP C28D coostructionstoritio&r • Cheri 'natal-eat amp :Coitstruiiots Stator • r1*r f o .�.. . - - • el Op-Cz53:00Control of i gh 04 t,,ittr ii , 13 Ellements of SWPPP Version Date: December 19, 2018 (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed Above from the 2014 Stormwater Management Manual for Western Washington (SWMMWW). A link is provided on the City of Anacortes website, under Planning, Community, & Economic Development Department, as well as under Stormwater on the Engineering Division of Public Work's page. Owner Name: Pacific Dream Seafoods Site Address: 116 0 ave , Anacortes, WA 98221 Prepared By: Josh Baldwin, CESCL The Stormwater checklist or building permit determined that: T e ements must be a .d These elements must be addressed for construction activity adding under for construction activity adding 2,000 000 sq.ft. of hard surface area. sq. ft. or more of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element, explain the best management practices (BMPs) used or justify reasoning for those that will not be used. If needed, please attach a narrative to further explain plans or justification. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits Before beginning land disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. Retain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum degree practical. Not Applicable. No existing vegetation. Safety barriers will limit general site access and equipment movement ELEMENT 2: Establish Construction Access Limit construction vehicle access and exit to one route, if possible. Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs, to minimize tracking onto roads. Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary (ex: wet weather). Remove sediment from roads by shoveling, sweeping, or pick up and transport the sediment to a controlled sediment disposal area. Conduct street washing only after sediment is removed in accordance with the above bullet. Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. _Not applicable. All vehicles will remaining on impervious surfaces (asphalt) at all times_ Version Date: December 19, 2018 ELEMENT 3: Control Flow Rates XX Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities function properly before constructing site improvement (e.g. impervious surfaces). If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. Due to specific site constraints and the extremely limited footprint of the work in questions (which is surrounded by asphalt ), very little possibility of water discharge from site is possible. Silt fence and/or wattles will be used on the sides of the site to control turbid water discharge. Any further controls will be more likely to cause harm than to treat the limited amount of water expected. ELEMENT 4: Install Sediment Controls XX Design, install, and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. XX Construct sediment control BMPs (sediment ponds, traps, filters, etc.)as one of the first steps in grading. These BMPs shall be functional before other land disturbing activities take place. XX Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation, the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard in Element#3, bullet#1. Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. XX Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration. Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. Silt fence (BMP C233)and/or wattles (BMP C235)will be used on the side of asphalt/ crushed rock to control turbid water discharge. ELEMENT 5: Stabilize Soils Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to: temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base early on areas to be paved, and dust control. Control stormwater volume and velocity within the site to minimize soil erosion. Control stormwater discharges, including both peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. o During the dry season (May 1 — Sept 30): 7 days o During the wet season (Oct 1 —Apr 30): 2 days Version Date: December 19, 2018 Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. Stabilize soil stockpiles from erosion, protect with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. Minimize the amount of soil exposed during construction activity. Minimize the disturbance of steep slopes. Minimize soil compaction and, unless infeasible, preserve topsoil. Excavation site will be stabilized through appropriate BMP if required by weather or lack of use per notes above. ELEMENT 6: Protect Slopes Design and construct cut-and-fill slopes in a manner to minimize erosion. Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (Ex: track walking). Divert off-site stormwater(run-on)or ground water away from slopes and disturbed areas with interceptor dikes, pipes, and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. At the top of slopes, collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10- minute time step from a Type 1A, 10-year, 24-hour frequency storm for the developed condition. Alternatively, the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM)to predict flows, bare soil areas should be modeled as "landscaped" area. o Where 15-minute time steps are available in an approved continuous runoff model, they may be used directly without a correction factor. Place excavated material on the uphill side of trenches, consistent with safety and space considerations. Place check dams at regular intervals within constructed channels that are cut down a slope. Consider soil types and its potential for erosion. Stabilize soils on slopes, as specified in Element 5. BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both mulching and straw erosion control blankets. Not Applicable, the only adjacent slope is already armored ELEMENT 7: Protect Drain Inlets Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). Where possible, protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State. Inlets should be inspected weekly at a minimum and daily during storm events. Version Date: December 19, 2018 Inlet protection will be provided for all downstream storm inlets (BMP C220), using WSDOT Standard Detail I- 40.20-00 ELEMENT 8: Stabilize Channels and Outlets Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above. Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent streambanks, slopes, and downstream reaches at the outlets of all conveyance systems. The best method for stabilizing channels is to completely line the channel with a blanket product first, then add check dams as necessary to function as an anchor and to slow the flow of water. Not Aplicable ELEMENT 9: Control Pollutants Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants. Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. Provide cover, containment, and protection from vandalism for all chemicals, liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment structure. Double-walled tanks do not require additional secondary containment. Conduct maintenance, fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland land application, or to the sanitary sewer, with local sewer district approval. Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources. The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust, fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping, and mixer washout waters. Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Do not dump excess concrete on site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH. Woody debris may be chopped and spread on site. Conduct oil changes, hydraulic system drain down, solvent and de-greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures, such as drip pans. Version Date: December 19, 2018 Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining, over the vehicle. Concrete will be disposed of in a Washout site or trucks sent back"dirty"for cleanup at plant. Concrete tools will be cleaned in washout or smaller storage (BMP C151 & C154). Chemicals are not anticipated to be used onsite, and will be properly stored if so. Spill response kits will be available onsite. Quantum will ensure that all personnel and subcontractors onsite understand the importance of limiting pollutants to the bay(BMP C153). ELEMENT 10: Control De-Watering Discharge foundation, vault, and trench dewatering water, which have characteristics similar to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. Discharge clean, non-turbid de-watering water, such as well-point ground water, to systems tributary to, or directly into surface waters of the State, as specified in Element 8, provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system. Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State" may exist on a construction site as well as off site; for example, a creek running through a site. Handle highly turbid or contaminated dewatering water separately from stormwater. Other treatment or disposal options may include: 1. Infiltration 2. Transport off-site in a vehicle, such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. Construction equipment operation, clamshell digging, concrete tremie pour, or work inside a cofferdam can create highly turbid or contaminated dewatering water. Discharging sediment-laden (muddy)water into waters of the State likely constitutes a violation of water quality standards for turbidity. The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. No de-waterinq required. ELEMENT 11: Maintain BMPs Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. Some temporary erosion and sediment control BMPs are bio-degradable and designed to remain in place following construction such as compost socks. Provide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction. All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in the construction documents. Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation. BMPs will be properly inspected and maintained on a weekly (or more often) basis by the contractor and property owner. Weekly erosion reports shall be submitted to the building department. _ Version Date: December 19, 2018 ELEMENT 12: Manage the Project— Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (CESCL)for site inspections. Projects subject to Minimum Requirements 1-5 do not require the inspector to be certified. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. Inspection and monitoring — Inspect, maintain, and repair all BMPs as needed to assure continued performance of their intended function. Maintain, update, and implement the SWPPP. Clearing and grading activities for developments shall be permitted only if conducted using an approved site development plan (e.g., subdivision approval). From Oct 1 through Apr 30, clearing, grading, and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: 1. Site conditions including existing vegetative coverage, slope, soil type, and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance. The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100% infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. Work is minimized and scheduled into a window that complies with seasonal requirements from Fish and Wildlife permit, as well as "dry season"for stormwater. Weekly site inspections will occur and be documented. A CESCL is not required by site constraints, but is available on call if need by the site superintendent. ELEMENT 13: Protect Low Impact Development BMPS If implementing any bioretention facilities or rain gardens, refer to the applicable BMP sections of the Manual for requirements. _Not Applicable Applicant Signature Date Version Date: December 19, 2018 TAB 5 (MINIMUM REQUIREMENT #5) • Minimum Requirement#5— On-site Stormwater Management All sites are required to utilize BMP T5.13 — Post Construction Soil Quality and Depth. For each surface, consider the BMP's in the order listed for that type of surface. Use the first BMP that is considered feasible. No other on-site Stormwater Management BMP is necessary for that surface. Feasiblity shall be determined by evaluation against: 1. Design criteria, limitations and infeasiblity criteria identified for each BMP in this manual, and; 2. Competing needs criteria listed in Chapter V-5 —On-site Stormwater Management. Lawn and Landscaped Area: • BMP T5.13: Post-Construction Soil Quality and Depth. (Attach Detail in Report) Refer to this site for requirements and specifications. All projects are required to utilize this BMP. http://www.soilsforsalmon.org/pdf/Soil BMP Manual.pdf See below for the "Model Soil Management Plan for BMP T5.13"to be submitted with Drainage Report and Application Material. Version Date: December 19, 2018 PROJECT INFORMATION "Model Soil Management Plan for BMP T5.13" age # of pages Complete all information on page 1; only site address and permit number on additional pages. Site Address / Lot No.: Permit Type: Permit Number: Permit Holder: Phone: Mailing Address: Contact Person: Phone: Plan Prepared By: ATTACHMENTS REQUIRED (Check off required items that are attached to this plan) Site Plan showing, to scale: Areas of undisturbed native vegetation (no amendment required) New planting beds and turf areas (amendment required) Type of soil improvement proposed for each area Soil test results (required if proposing custom amendment rates) Product test results for proposed amendments AREA # (should match Area # on Site Plan) PLANTING TYPE Turf Undisturbed native vegetation Planting Beds Other: SQUARE FOOTAGE OF THIS AREA: square feet SCARIFICATION inches (depth) of scarification needed to achieve finished total 12" loosened depth. Subsoil will be scarified PRE-APPROVED inches of compost or imported topsoil applied AMENDMENT METHOD: X 3.1 (conversion factor, inches to cubic yards) PRODUCT: Topsoil import = cu. yards per 1,000 sq. ft. Amend with compost X ,000s sq.ft. in this area Stockpile and amend = cubic yards of amendment -> —f -i - > -4 QUANTITY: CU. YDS. ( cu. yds. stockpiled) (needed to cover this area to designated depth) CUSTOM AMENDMENT Attach test results and calculations. Topsoil import inches organic matter or topsoil import PRODUCT: Topsoil & compost lift X 3.1 Amend = cu. yards / 1,000 sq. ft. Stockpile and amend X ,000s sq.ft. in this area ( cu. yds. stockpiled) = cubic yards of amendment -4 — —* -> - > QUANTITY: CU. YDS. MULCH ,000 sq.ft. PRODUCT: X 6.2 (conversion, to give 2 inch mulch depth) = cubic yards of mulch -4 -4 -> — —p — QUANTITY: CU. YDS. TOTAL AMENDMENT/TOPSOIL/MULCH FOR ALL AREAS (complete on page 1 only, totaling all areas/pages in this Plan) ❑ Product #1: ❑ Quantity: cu. yds. ❑ Test Results: % organic matter C:N ratio <25:1 (except mulch, or <35:1 for native plants) "stable" (yes/no) Version Date: December 19, 2018 ❑ Product#2: ❑Quantity: cu.yds. ❑ Test Results: °A) organic matter C:N ratio<25:1(except mulch,or<35:1 for native plants) "stable"(yes/no) A Product#3: ❑Quantity: cu.yds. ❑ Test Results: % organic matter C:N ratio<25:1(except mulch,or<35:1 for native plants) "stable"(yes/no) Date: Inspector: Approved: Revisions Required: Date: Inspector: Approved: Revisions Required: APPENDIX 1 — Survey performed by a Professional Land Surveyor Version Date: December 19, 2018 APPENDIX 2— Model Soil Management Plan for BMP T5.13 Note: Document is provided under Minimum Requirement 5 in this document Version Date: December 19, 2018 APPENDIX 3— Determining Construction Site Sediment Damage Potential (Appendix 7 — NPDES Phase II Permit) Note: See below Version Date: December 19, 2018 Western Washington Phase II Stormwater Permit APPENDIX 7 - Determining Construction Site Sediment Damage Potential The following rating system allows objective evaluation of a particular development site's potential to discharge sediment. Permittees may use the rating system below or develop alternative process designed to identify site-specific features which indicate that the site must be inspected prior to clearing and construction. Any alternative evaluation proGess must be documented and provide for equivalent environmental review. Step one is to determine if there is a sediment/erosion sensitive feature downstream of the development site. If there is such a site downstream complete step two, assessment of hydraulic nearness. If there is a sediment/erosion sensitive feature and it is hydraulically near the site then go to step three to determine the construction site sediment transport potential. STEP 1 — Sediment/Erosion Sensitive Feature Identification Sediment/erosion sensitive features are areas subject to significant degradation due to the effect of sediment deposition or erosion. Special protection must be provided to protect them. Sediment/erosion sensitive features include but are not limited to: i. Salmonid bearing fresh water streams and their tributaries or freshwater streams that would be Salmonid bearing if not for anthropogenic barriers; ii. Lakes; iii. Category I, II, and III wetlands; iv. Marine near-shore habitat; v. Sites containing contaminated soils where erosion could cause dispersal of contaminants; and vi. Steep slopes (25% or greater) associated with one of the above features. Identify any sediment/erosion sensitive features, and proceed to step two. If there are none the assessment is complete. STEP 2- Hydraulic Nearness Assessment Sites are hydraulically near a feature if the pollutant load and peak quantity of runoff from the site will not be naturally attenuated before entering the feature. The conditions that render a site hydraulically near to a feature include, but are not limited to, the following: i. The feature or a buffer to protect the feature is within 200 feet downstream of the site. Version Date: December 19, 2018 • ii. Runoff from the site is tight-lined to the feature or flows to the feature through a channel or ditch. August f, 2013, Modified January 18, 2015 Appendix 7- Determining Sediment Damage Potential Page 1 of 3 Version Date: December 19, 2018 A site is not hydraulically near a feature if one of the following takes place to provide attenuation before runoff from the site enters the feature: iv. Sheet flow through a vegetated area with dense ground cover v. Flow through a wetland not included as a sensitive feature vi. Flow through a significant shallow or adverse slope, not in a conveyance channel, between the site and the sensitive feature. Identify any of the sediment/erosion sensitive features from step one that are hydraulically near the site, and proceed to step three. If none of the sediment/erosion sensitive features are hydraulically near the site, the assessment is complete. vii. STEP 3— Construction Site Sediment Transport Potential Using the worksheet below, determine the total points for each development site. Assign points based on the most critical condition that affects 10% or more of the site. If soil testing has been performed on site, the results should be used to determine the predominant soil type on the site. Otherwise, soil information should be obtained from the county soil survey to determine Hydrologic Soil Group (Table of Engineering Index Properties for step 1.D) and Erosion Potential (Table of Water Features for step 1.E) When using the county soil survey, the dominant soil type may be in question, particularly when the site falls on a boundary between two soil types or when one of two soil types may be present on a site. In this case, the soil type resulting in the most points on the rating system will be assumed unless site soil tests indicate that another soil type dominates the site. Use the point score from Step 3 to determine whether the development site has a high potential for sediment transport off of the site. Total Score Transport Rating <100 Low ❑100 High A high transport rating indicates a higher risk that the site will generate sediment contaminated runoff. C . n trucid n Ske Se ll menu 'Transport tentia0 Worksh t A . Existing slope of site ( average , weighted by aerial extent ) : Points 2 % or less . . . 0 > 2 -5 % > 5 = 10 % 15 > 10 - 15 % c -") ,. . . . 30 > 15 % - 0 B . Site Area to be cleared and /or graded : < 5 , 000 sq . ft ( _ . . 0 ) 5 , 000 sq . ft . — 1 acre 30 > 1 acres 50 C . Quantity of cut and /or fill on site : < 500 cubic yards . . . . 0 500 — 5 , 000 cubic yards - 5 > 5 , 000 — 10 , 000 cubic yards 10 > 10 , 000 — 20 , 000 cubic yards 25 > 20 , 000 cubic yards 40 D . Runoff potential of predominant soils ( Natural Resources Conservation_SPrvice ) : Hydrologic soil group A . . . . . 0 �) Hydrologic soil group B . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Hydrologic soil group C 20 Hydrologic soil group D 40 E . Erosion Potential of predominant soils ( Unified Classification System ) : GW , GP , SW , SP soils C 0 Dual classifications ( GW- GM , GP - GM , GW= GC , GRQC , SW -SM , SW - SC , SP - SM , SP - SC ) 10 GM , GC , SM , SC soils 20 ML , CL , MH , CH soils 40 F . Surface or Groundwater enteringsite identified and intercepted1 . Yes C o ) No 25 G . Depth of cut or height of fill > 10 feet : Yes 25 No 0 H . Clearing and grading will occur in the wet season ( October 1 — May 1 ) : _ es 50 No COD ` * TAD , ` ors 30 1 If no surface or groundwater enters site , give 0 points . 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C• I. • _4 """•�4� • 1' �' ' _ - ; . 1 r Il_li 1'' , .' ..c _ - •r1 ` ti 4 , . ,. L ,i , .. o 0 o . . . -. # 0..... =_c , , , , _. . , , .. . . ri .- • ,, , , i. 1 0 , 1 , . , . , , . ,....., i. I IL- I °Iill A ' ' �I 1 C LIB _ T ;. r 116 0 Ave Anacortes, WA 98221 Phone: 360-927-8543 E-Mail: Jon@pacdream.com Web: www.pacdream.com PPACIFIC DREAM SEAFOODS September 30, 2019 Mr. Rob Frisinger Plans Examiner City of Anacortes Dear Mr. Frisinger I am writing to confirm that Pacific Dream Seafoods will enter into an agreement with the City of Anacortes in regard to both water and sewer utilities. There is no new mechanical equipment. There are existing freezers and chillers to be reused. Please feel free to contact me if I can be of further help. Thank you, Jonathan Mark Vice President Pacific Dream Seafoods, Inc. 360-927-8543 Sheet Notes: i PACIFIC DREAMS 1)Add new 15'x 130'6"thick concrete slab(exterior) —. SEAFOOD 2)Add(3)catch basins in new slab and tie into existing storm D 1E I E U ha N ' I drain system ADDRESS: ilL JUL q c 2 9 116"O"AVE U ANACORTES,WA 98221 �� CITY OF ANACORTES 0 a "le<5_/ 1''4- Puree L s+ ream c-2 CITY OF ANACORTES 130' • PLANNING & BUILDING' DEPT: <. APPROVED PLANS \ New Catch Basin New Catch Basin New Catch Basin `PERMIT#: L IJ 2�� ®—I(�O New 6"Thick Concrete Pad 1s' �/� / 1� ADDRESS: C./ �__ �( 0 Af�PROVED �Y: �' �l ✓ 1 I ,,� „ „ I LI r I 1 SUBJECT TO FIELD INSPECTION. APPROVED PLPS.ZS ® ® DO ® ® I SHALL NOT BE ALTERED WITHOUT AUTHORIZATION, - FILE COPY Existing Office <i> (inn P CZZo- S Deis r cE1Cilt.,1 z w 14SOoT STMb'DE A.41_ o 2 N ~ cv .J a) Connect to existing drain 1 - 40•Z.0-00. = y Ern Existing drain system system _ ^ 7:5c I N2/` 15mP cZ33-51kr "' = `° z a c r rp4GE o �a c3 ,- C..) ir' O Existing drain system m a) co 3 F rnPGZ3S �c-eAv4 aUrQ Existing drain system I PERMIT APPLICATION SET 7/25/19 Existing mech Ttse.-C141...K.S-1 ectc- ona::,% O'6.04,.1�1 CO 1 I . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ . . . . . . . . . . . .. . . . . _ . . . . . . .-. . . . . .- . . .. . . .. . . REV REV REV Plan View CSK1 NTS North CSK-1 .0 • PACIFIC DREAMS SEAFOOD ADDRESS: 116"O"AVE ANACORTES,WA 98221 U W C0 z� a� r 15' p� =; co E+. cnccc = O 76 d a? O ZE �N.- < d New Catch basin Existing drain System Slope concrete to CB h • iu11=1111i='11iii=-11IF iilliMi►ui1iiiili11111 i1111 iii11i 111111 I Ili�11111 �i l = _ _ - -_ I �I ' ��"~ l — =1 1= 1- Ill =11 PERMIT APPLICATION —IIIII—IIIII=1111 Connect to existing drain t i= _�� _�n i — SET 7/25/19 =1 I =1I I = =flllf=ll = = i 1= = . . =1 = = I 1 II = II = 2 Cross Section L-i =itIH II1i=�.F - CSK1 NTS REV REV REV C '2o / / \�� I/ -� ,- 106.00! / ---\\ I PCP /I � I/ LEASE AREA 60.1' 4 / / BUILDING 1 z -'� ,rPERIMETER / I RE AF# cs I 9809040088 0 3 7'� �,,`� , L� W 1 '� 4 0 �,�� / Q in -\0 5 / CP -\ l z f o ��� '� z 6 /' 1 Vr I �PC' / BLOCK 67 40' / oh Z c V 8 60.1' 9 10 t , 7 1 106.00' I / 2ND STREET S 89.22'50' E LEGAL DESCRIPTION! Those portions of Lots 7, 8, 9 and 10, Block 67, 'MAP OF THE CITY OF ANACORTES', as per plat recorded In Volume 2 of Plats, pages 4 through 7, records of Skagit County, and of Lots 1, 2, 3 and 4, Tract No. 1 of Plate NO. 8 of TIDE AND SHORE LANDS OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., as per plat on f Re with the Washington Commissioner of Public Lands, in Olympia lying within the following described property' Begin at the Southeast corner of said Block 67, 'MAP OF GRAPHIC SCALE THE CITY OF ANACORTES') thence North 89.22'50' West a 25 0 25 50 100 distance of 106.00 feet along the North line of 2nd — m �� Street) thence parallel with the centerline of '0' Avenue - — ....7. FEET .......... North 0'35'25' East, a distance of 160.90 feet) thence parallel with the centerline of 2nd Street South 89'22'50' 1 inch = 50 ft. East, a distance of 106.00 feet to the West line of '0' Avenue) thence South 0'35'25' West, a distance of 160.90 PORT OF ANACORTES feet along the West line of '0' Avenue to the North line of 2nd Street and the Point of Beginning. LEASE AREA TOGETHER WITH any portion of vacated Railroad Avenue EXHIBIT M A P lying within the above described property. EXCEPT the BUILDING AND IMPROVEMENTS situated thereon. HERRIGSTAD ENGINEERING All situate in the County of Skagit, State of Washington. dC SURVEYING 4320 WHISTLE LAKE ROAD ANACORTES, WA 98221 299-8804 QUANTUM CONSTRUCTION, INC. Commercial Industrial WBE 12761 Quantum Lane Anacortes, WA 98221