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HomeMy WebLinkAboutPermit File 1715 12th Street °0 O . City of Anacortes Invoice/Permit#: BLD-2018-0747 904 6th Street Applied date: 12113/2018 `"0 P.O.Box 547 ,�T�. Issue date: 12/21/2018 �� '0 ' Anacortes, WA 98221-0547 =_. (360) 293-1901 Expire date: 06/18/2020 Job Address: 1715 12TH ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New SFR BMPs maintained by Tracey Stephens of Stephens Excavation. 360-661-1927 Stormwater inspections/log/reports required Owner: GEORGE BOURQUE Contractor: OW A ei- Address: 1709 12TH ST Address: ANACORTES WA98221-2114 Phone: (401)602-8022 Phone: License#: General Information: Fees: Occupancy Group it-1 Sewer Inspection Fee 50.00 #of Bedrooms 2 Storm Drain GFC-Residential 1,597.48 Lot Area 5998 Sewer GFC-Residential 9,482.66 1st Floor Square Footage 864 Park Impact Fee 615.00 #of Stories 1 Traffic Impact Fee 2,641.40 Stove,Appliance 1 State Building Code Fee Resi 6.50 Building Valuation 102341 Plan Review Deposit 200.00 #of Heat Pumps 1 Building Permit Fee 1,010.55 #of Bathtubs 1 Plan Review Fee 456.86 #of Clothes Dryers 1 Mechanical Permit Fees 69.95 #of Clothes Washers 1 Plumbing Permit Fee 76.00 #of Dishwashers 1 Total Calculated: 16,206.40 #of Water Piping 1 Deposits/Receipts: 200.00 #of Hose Bibbs 1 #of Kitchen Sinks 1 Total Due: #of Lavatories 1 s -% ''-. r^ i F' rt. #of Range Hoods 1 1 -� et 9 M=: I, ,t. t•O C n 0\ .... #of Ventilation Fans 2 "" ` •, '' r_, ...i- n #of Water Closets 1 `r_-� -. 2::. `I ,,, c. 4. Cq ,,' :41 c: m In zi k, 55 -- DI It, -i ' ., c, • j-1- .y r' T: rt, r, !' C in -Ti rri r. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DI (S, OR *if CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMI NCE ; =� HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVIS)Ol OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR:NOTI.THL GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHEFCSTATt'64 LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ,I ram_ 1.--1r, -' +� 1 r, C ,_, . 4( .r -r- 71 Z t-• S GNATURE OF NER OR AUTHORIZED AGENT IS UED BY • I-, ,-+ Ape 1 �, o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT APPLIC T N, ' t Mailing Address: P.O. Box 547, Anacortes, WA 982 ( ig .I I \i 1 r �' : Office Location: 904 6h Street, Anacortes WA 988 ' Phone: (360) 293-1901, Fax: (360) 293-1938 ','DEC 1 3 20'g PEPkq PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMIT '1J ' ''SAI , r ES PROJECT ADDRESS(Street, Suite#): PARCEL(S)#: a . F r , Subdivision/Lot#: PROJECT VALUATION: $ i eV, 0400 APPLICANT: Phone: c1.t'R6E- ODU ti - a i - 6 v2- - e202.2 Address(Street,City,State,Zip): E-Mail Address: . re fe X. 2-C.72-•( , ilowsrectz_TE-- , LA georjebou-r-etue.G3esmal I i Ccvn PROPERTV'DWNER: Phone: rA li4r� ( " % `b2— — ec52-7-- Address (Street, City, State, Zip): E-Mail Address: CONTACT PERSON: Phone: m+1 e- Address(Street, City, State,Zip): E-Mail Address: LENDING AGENCY: Phone: Address(Street, City, State,Zip): E-Mail Address: CONTRACTOR:* Phone: �/ p Address(Street, City, State, Zip): E-Mail Address: Professional License#: Exp.Date: *All Contractors & Subcontractors must have a valid City of Anacortes business license prior to doing work in the City. Contact the City's Business License#: Exp. Date: Finance Department at(360)299-1968. Olo if PROPOSED WORK: eeN G7.roz- k e- 1 6F .a�i t--'-611-e6.: 6- A-..1 rL y t L i t PEA co 9 6-5 4-' et...A 1 PROPOSED NEW SQUARE FOOTAGE: Basement SQ': ',Via, ❑ Finished Basement: ❑ Unfinished Basement 1" Floor SQ': a1 4:7 L .5 Garage /Carport SQ': 2nd Floor SQ': NI /rr eck'Covered Porch/Patio SQ': t{.c `)F-P Fire Sprinkler: ❑ Yes Et No Lot Area SQ': 5 ti q a F d 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: 6G-Di-�a eeti q g U F Owner [Er Agent D (specify): Signature: A ..... - �ti°'- -- Date: i - 7 2'.' • Page 1 of 3 IMPERVIOUS SURFACE AREA: Existing Impervious SQ': New Impervious SQ': 8lp ,i5`. Total Disturbed Land/Soil SQ': 4 /52 7. Total Proposed: Cut: de Fill: '7C j" New hard surfaces(pervious&impervious) Land converted from native vegetation to lawn or landscaping SQ' / P77/Z.e)il' . 7 3 -5- - Land converted from native vegetation to pasture SQ' 0 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#: f Other#: / Air Conditioning: Elec#: Other#: Radiant/Hydronic Heating: Gas#: Elec#: Other:#: Location(s): Exhaust Fans: Bath#: / Laundry#: / Other: 7— Range Hood: #: / Location(s): Fireplace: Gas#: Elec#: Other:#: Location(s): Clothes Dryer&Duct: Gas#: Elec#: / Other:#: Location(s): / Stove/Range/Oven: Gas#: Elec#: / Other:#: Location(s): / Gas Piping/Outlet(s): #: Location(s): Boiler Gas#: Elec#: BTUs: Location(s): Other: #: Location(s): TOTAL MECHANICAL OUTLETS: 6, 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: I Clothes Washer: Shower: Electric Water Heater: Tank-less? Yes 0 No":1 Dishwasher: ( Backflow Prevention Device: Hose Bib: C• Other: TOTAL PLUMBING FIXTURES: /o Page 2 of 5 1 ENERGY CREDITS SMALL DWELLING UNIT CD OPTION DESCRIPTION CREDITS Z. fa EFFICIENT BUILDING ENVELOPE la: 0 Co Verifcaffenestration U=0.28 0.5 co 'x.-- FloorinsulationR-38 CD N A 24 0" 5b EFACIENT Gas woterheate�ihaminmumEFof074 1.0r Healing 5b: CD TOTAL CREDITS 1-5 w 0 A 18'8' / 5'6' i 0 =SMOKE DETECTOR O .0 0 ` \ , \ 0 =CO/SMOKE DETECTOR y,_ 3-0XS-0$ll o =F JAUST FAN VENTED TO EXTERIOR CU q .28UMIEGRESS Q p N. BDRM 21 ca � 11'0" 7' / 9'5" 72, ~ tie 10'0-112 _ �--�; [E.rd w ` „r_ 'w� 22"x� IS(� l x0, I ATTIC i yoeaw81 + q w"' f ACCESS+ I v cn a.1 o BDRM 1 13 6" .. d. fro -} 18'8-1/8" �g��� I "' 8'2-3/4" • - 1, L / O O ++ctL 0 --_, t 0 s' 13 3' ' 5'0" MI L , o � J � � 5'3-3/4" IUVING \,� MtN.7sr� U 35 0" 2-s GASHAv rw I ` -�\ f HFarEz � 9'S' "A I vN, y _ r—I WASHER DRYER n 9'7-7/8" CC N QO 9'5-1/2" CLOSE- I �� - C0 1 .O / — N 0� cw CV i SKI TCHEt x � w IDININGi I r- ___ izzT 8" 1 6'6" I - I---- ,t\ 2-sxaol 1� 1 V 28X 4-0 S1H 1 .2EUMIN. _ 5 I .28UMIN ,` I 1 F t I 4 ,' 5'4" 6'8" ,�' - 6'8"- ,4' 5'4" / Z 24'0" ,f CO Q. 0 0 Floor Plan-864 SF Scale: 1/4"=1' R-3DIMENSIONAL DATA EN77TY REQ D PROPOSED Cr MIN SIDE 5' 7.5' PROPOSED SEWER LINE \ TOTAL SIDE 15' I 47.07' 0 co MIN FRONT 20' 21' (� •c----- I ANY MIN REAR 20' 43' w N EXISTING GRAVEL DRIVE— MAX%COVERAGE 35% 14.4% MAX HEIGHT 35' 16.5' ^ vs' PC 1R SET• Y \:1 •PC IR SET C� 44.68' C > ,I O 1� AREA CALCULATIONS 10.00' ;' i ENTITY i AMT LOT AREA 5,998SF Z HOUSE FOOTPRINT 864 SF CO UNCOVERED DECKS I 40 SF Q EXISTING IMPERVIOUS { 0 PROPOSED IMPERVIOUS 864 SF %IMPERVIOUS ( 14 4% I 4a 00 i t ( 01:8. t.. u T 12 \\... t I 1 . ,,,,t. I SETBACKS . M, :OEC 1 3 2018 w O ISE7BACKS v CO t r 0465Q PC IR SET a 26.38'. !R SET* r_ PC CITY OF ANACORTES 8 I - o I g � � / I I— 39,57' d" 0 m_ 864 SF I t Z `' g SINGLE FAMILY N w h DWELLING d- W 0,o W 0„ N tr, co 7,50' J � w � ti QII ---J i ' + 24' � � co L I � �I1•► N ; DE« of 1 1 a. CD 4. � 0 / 15,998 SF 1 21.00' , I PROPOSED OTEERR SED co .14 A. I I UNE .& Ati PC IR SET 71.07' ? 1 1 \ ♦PC IR SET 240'TO HYDRANT< / II 112T7-!STREET I EXISTING GRAVEL DRIVE— 111 Site Plan N co Scale:1"=10' li CL w on R-3 DIMENSIONAL DATA AREA CALCULATIONS -.---. -----H ALLEY F ENTITY READ PROPOSED EN77TY AMT frL. z _ MIN SIDE 5� 7.5 LOT AREA 5,998 SF 'r L. TOTAL SIDE 15 47 0T HOUSE FOOTPRINT 864 SF 11�� rty MIN FRONT 1 20' ' 21' _ UNCOVERED DECKS 40 SF f I M EAR 20' 43' ROPOSED_LLBERVIOUS E Q J g � l�r � r I 0 N MAX%COVERAGE 35% 14.4% PROPOSED+MPERVLQU.S , 664 SF .J �' MAX HEIGHT 35' 16.5' %IMPERVIOUS 14.4% 'IJ GUI I BMPCi01 UNDISTURBED �j j� �jg 1 VEGETATION ,t PROPOSED SEWER LINE �� V J�N��®f� a ES ALLEY 1 V / I .C) EXISTING GRAVEL DRIVE i I> I a I (C)FC JR SET• `�' n PC IR SET ! • • • Q l \i 44.68' < ti i tu BMPC-233 .BMPC 123 ' 11 1 SILT FENCING PLASTIC 1O•00 —I' co COVERED } 0 TEMPORARY y, STOCKPILES' iR W I \� -� • CD j a vr t \y a I t i N' 1 R-3ZONING I // 1SETBACKS I !. u ,i L .v.. R` II t > �1 I O No PROPOSED 864 SF 1 U PC00 IR SET Ii I i> n y SINGLE FAMILY 1 ,' Zi I ' x " O CC PC 1RSET• 26.38' • ~ r-¢-_ r- yD /f.. i ' n �` —' ` 8 20 j N 1 1 $ V2 i l> •• 39.5TlirI 1 I 20 SF F N .2 I DECK N I ►-Z ~ I;.p SINGLEFAM/L t Q 63 I BMPC-121 MULCH AU. 1t • (l I 3l J g DISTURBED SOILS D IMO �` ' e 1, DWE111 NG . f I• AND AFTER FOUVDATION 14- Q 1 p 1 INSTALLATION N - i BMPC'-233 d. q I !SILT FENCING C,) e-. I II L42 �'co� I t , 1• • I = F 24' i CONSTRUCTION I �l I- I -= - - - ENTRANCE ,„CO j y IwsY�.o LL.Q.: 1 1 1 - -112TH STREET I A 'i. I PROPOSED 5.996 SF} 21.0G' WATER ;,J4 A. 1 —I LINE SWPP Plan NScale.1"=10' PC 1R SET 71.07' C �•PC 1R SET to 240'TO HYDRANT'ti f CL I CO i 12TTh1 STREET I- -. CO EXISTING GRAVEL DRIVE-I Site Plan N Scale'1 10' il . . _ I m co r- r.„ m N -r 24'0" -----—----- Z' (§ t..... CD _ _ O _6"THK X 2'HIG-4 1._ �y, ICONCRETE WALL , i 8 9" . 116"1MDE X 8"DP 'CONCRETE FOOTING I — 1/2"DIAANCHOR n-Hi __.- . . _,, . .BOLTS @4'QC. r q) ES . i c§ m o 8'9 .c 6"• t`�U �ir—- J 36'0" #4 VERT,REBAR(LA 4'O.C! ' 1`A Y __ co ; ALT.HOOKS .B. 2' I CL 4 X 100E BEAM----i 8'9" I_ P ' 2'X2'X8"DPCONC. I I{r N ; PIER YIP 2#4 REBAR , (2)ROWS#4 REBAR - _�.-.. EACH WAY TYP(3)PL I 1 4" s's , Foundation Section co I 1• - • y Scale:f ne Foundation Plan z C •O 03 • a ENERGY CREDITS SMALL DWELLING UNIT CD OPTION ; DESCRIPTION CREDITS is I EFFICIENT BUILDING ENVELOPE la: I I O Op Vertical ieneobatIon U=0.28 0.5 Cl) `-- Floor Insulation R-08 N N 51) EFF7CIENT Water Heatinp5b: 1 i.0 24 0" Gas water neater with a minimum EF of 0.74 ` TOTAL CREDITS I t 5 U! 18'6" ' 5'6"- ,�,0 I 0 ■SMOKE DETECTOR fi Q 1 - ( -- �r. • 0 a CO/SMOKE DETECTOR ?�, soz so snr j M =E)0-IAUST FAN VENTED TO EXTERIOR (13 f . EGRESS .. S .zl v aW. LQ . 6'6 11.QRM.Zl : .." 11'0" L .✓ ----t--s'5' P I L,,t 10'0-112" ___ r�-1 -- i ,..U.1169 � 1 ATTIC Is � 1�s?wN a 0)� I - � 1-.`ON % 18'&1/8" w 1O CZ) 8'2-314" r- � cu Is 13 3" ti 5 0" mil/ r -� --„4 ovary !'`�_ (13 Ia k 36 0" O i 2-a GASH/WI 1 �, ri 9,6 a 1 wp91eR 1 M i R 1 DRYER } ��� 1—{ I�-1 i..� I____J 9'7-718" �F` 9'5112" Io Ci aD Co awe M1 F, Imo ? ff7-y i eaCc N :,' k i N • � a — 4� LigTCHFAI LO N. g I 7'8" C o;.. • i 2-4X40Srtf .V.!:' lti I I ` 2.bX 4.o Sill .2aU,ww. I I .melMK _ I f f 1' I I _` j I — S4" 6'8" J 68" -- -5'4' C / 24'0" de' CD la- ,.... O Floor Plan-864 SF Scale: 1/4"=1' c, II cu Z Er i I R'ac d ROOF VENTS . .. o N ,z i co 2 s � 7-- a ,1 I:FT ! !R11 1 (2) .. . 1_1 ' LI! J w• r _ 1.- ex' ix) g 1 '`". 0 CD w- Right(West) C Z U CD i co •�rARcot,vos,rnuoF�.�,w.:cs --- ropoFRlboF•tcar• ,2 c ti N ([yam -- esj _.TOP OF V.�J..L=Y'38- FL, 0 1, 4IIl ° Imi 11 0 CO MPOFPOQ4v:'/tee.�-11 IN _ TOR OF Foi/NDAnPY v a a ------ --- Au GTAOE=Jel" I I I L ----- EOT OFFTG•-Y Q' i CO Front (Noah- 12th St.) 1-6 cb 11.1 Elevations Sc !ae• li4"=1' I 1 N I cm NO e= 0 3 ! T 0 1 1 .rr �'CC+D06:T..ap 4NO I ' I i{ 14r tis“ E o1 1 e I y. c 0o., g Lett(East 3 S2 © m --‘1-1F icoan6aC raKEt.ABmG I (NJ III to •• cz Rear(South -Alley) o Ili o Elevations W Scale: 1/4"o 1' f ROOF SECTION(TYR) itb 30 YR.ASHALT COMP SHINGLES 15#FELT PAPER 7/16"OSB SHEATHING W/CLIPS O Cp / 1 ENGINEERED ROOF TRUSSES a 24"O.C. 4a ti ,/ \ 12 `' --7 6 /, S GPSUMIWMAV-1LN TINS T70N LBOARD ei N `` / `` j` O (2)2 X 6 DF PLAT ES � i O 4X8DFHDRS_'+ S �•'\�(2)2 X6 DF PLATES I' 1'4" RiDG1D INSULA770N WALL SECTION(TYP.) ft 2 X4 INT PART. 1/2"GYPSUM WALLBOARD 2X6DF STUDS @ 16"OC. 7/16"OSB SHEATHINH i11"ANC.BOLTS 4'O.C.i 1 TYVEK OR EQUAL VAPOR BARRIER 3 X3 X 1/4"GALV.WASHER \\a! .,-2 X4 SHOE i i COMPOSITE SIDING . _ 1' (2)2 X 6 P.T.SILL,______ �r, Z Ct OVER COMP.SEAL i 0 Lb- ! 4X4P.T.POSTV { Z 1e► i W/ZMAX POST BASE I r----) r71 co4"4 O a, z FLOOR SECTION(TYP) 8 c co O 3J4"T&G OSB SUB FLOOR 94/2"BCI 5000 I-JOISTS ai 24"O.C. � �' .. START LAYOUT Typical Cross Section R-38 FIBERGLASS INSULATION 2 X 10 DF FLOOR JOISTS a 16"O.C. Scale: 1/4-=1' 6MIL VAPOR BARRIER O m 1 • --T-- • i II ! ! i� i I I j i N 1 ' i i I AQ a jCRAWL, � st -- . i--;I - --- _41._t-44: )--`- - 1-- __f I-- I-- �L - 1 ACCESS!-- 4' i --t F co CC I , 1 13'04/4• 8 Floor Framing Scale: 1/4"=1' X . Qom:_ City of Anacortes Invoice/Permit#: BLD-2018-0747 904 6th Street Applied date: 12/13/2018 N'"+ +' P.O.Box 547 Anacortes, WA 98221-0547 Issue date: - '' , Expire date: 06/10/2020 44 Job Address: 1715 12TH ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New SFR Owner: GEORGE BOURQUE Contractor: Address: 1709 12TH ST Address: ANACORTES WA 98221-2114 Phone: (401)602-8022 Phone: License#: General Information: Fees: Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,597.48 Sewer GFC-Residential 9,482.66 Park Impact Fee 615.00 Traffic Impact Fee 2,641.40 State Building Code Fee Resi 6.50 Plan Review Deposit 200.00 Total Calculated: 14,593.04 Deposits/Receipts: 0.00 Total Due: 14,593.04 m ' •.,, tx, -� r-1 i_n In it. t a ':-n c•i 1-1 .t '•''CD CA I I iit Q I:ii t 1 t�l R1 f• mf7 ,, CD : rt •.[:1 C 1 7.1 tip I tt, •;D r ' m m r- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DA' S, Or IF�r CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMJCEQ:: ;4: HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISION OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR 11OT, ITHE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER1.1,TATJ j LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Ll rt• rt Y••1 F'.i i t.J t tJ 0 i) 1_1 t' iq 17) F-_i F t—i i i i`t -n -n t- SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY p Storm Water Minimum Requirement; ENGINEERING DEPARTMENT 904 6th Street Anacortes,WA 98221 MERMEJwww.anacorteswa.gov . ,, ,',4COV DEC 13,2018 Official Use 1ryY(irfb ipe ppectors) Required Storm Water Facility and other related requirements: -rt.; Cory\ G 'mom Mopet_ so►l, ma+-wL-€m -r T 3 - T 5 3 PcI-5C' •t� - s► P.wti F,L-Z. Project Address: / 7/ IYA 574 Submittal Date: 10 3/1e1 Parcel Number:j7.-13/22.4' 4/ P /3'/2 Z5' Revision Number: Permit Number: Acceptance Date (COA): 12 l/ a S Reviewer: - •._ 1.. CA.....eAt__ Submittal Checklist: o TAB#1 through #5- Drainage Analysis- Minimum Requirement#1 to#_ o APPENDIX 1 - Survey performed by a Professional Land Surveyor o APPENDIX 2 - Soils Analysis (Volume 1, Chapter 3.1.1) o APPENDIX 3 - Model Soil Management Plan for BMP T5.13 o APPENDIX 4 - Determining Construction Site Sediment Damage Potential (Appendix 7) o APPENDIX 5 - Site Plan with all applicable information (Minimum Size 11x17-30 scale) o APPENDIX 6 - Documented Site Photos (North, South, East and West) o APPENDIX 7 - Drainage BMP Facility Maintenance Covenant, if applicable. To be recorded prior to the Temporary Certificate of Occupancy, Certificate of Occupancy or Final Acceptance. 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) A-M ritaeL.i Ro:'tiL .cue- .�, 94P �1. .mac�� 4°j` ,�F.4�2, .4-00/ii4 ,vt r hie Tom/ Zeee7 eic4' i ,ez . •e 4g,2 o. 5 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 PhasingtSequence) j/of /5 4 ,fie r¢f2- ALL- h i i' ,c Ate' 4-77ew - °C-1'4 r7 lei 4. -kaLi - _eo j re, '-sly-/I-� 141(.i Dom- ',-'4•A A.. Aic' ci• e'CD.'.c.*b,,r7c4.1.00-' Sr 0s 40iv ,err&C -5 ,- ..01-Ael .. Developed Conditions Summary: (Additionally, to be shown on the site plan. Identify cut and fill areas, proposed slopes of all hard surfaces , proposed contours) .,5 ..S.; r 104 41.1 , Thd , 5 / � �r�i� vr.:e-,S' Ant-- /.5.6s` o/c- /tor Sv,07z-ft— Provide the Infiltration Rates found during the rainy season: Inch\Per Hour What was the depth of the ground water table? Feet and In es below existing grade (See completed Soils Analysis (Volume 1, Chapter 3.1.1) , ,e Site Sediment Transport Score: Total Points (High\Low) (See Determining Construction Site Sediment Damage Potential(Appendix 7) �� Drainage Basin (2007 Storm CompPlan—Citywebsitel ublicworen ineerin lcom rehensive pl ans): What Drainage Basin are you in? Identify any downstream drainage issues (Storm Comp Plan: If so, describe: Complete the Applicability Requirements— Flow Chart(Figure 1-2.4.1 Attached, Figure 1-2.4.2 Attached and Figure I-2.5.1 Attached) - Highlight the path and attach '/1 f ,e J- / DOE Stormwater Management Manual Minimum Requirements: (MR#1 to MR#5 only). Refer to the 2012 Department of Ecology Manual, as amended in 2014 for further required information. Start Here Does the site have 35% Yes See Redevelopment Minimum or more of existing ► Requirements and Flow Chart impervious coverage? (Figure I-2.4.2). No Does the project convert 14 V acres or more of vegetation to Does the project result in lawn or landscaped areas, or 5.000 square feet, or No convert 2.E acres or more of greater. of new pus _ ► natve vegetation to pasture? replaced hard surface area? No Yes 4 Yes Does the project result in 2,.000 • square feet. or greater. of new plus All Minimum Requirements replaced hard surface area? apply to the new and replaced hard surfaces and converted Yes No vegetation areas. Does the project have land Minimum Requirements #1 disturbing activities of 7.000 through#5 apply to the new Yes square feet or greater? and replaced hard surfaces and the land disturbed. No Y Minimum Requirement#2 applies. Figure I-2.4.'1 Flow Chart for Determining Requirements for 1.1011111 New Development DEPARTMENT OF Re:tsee.ine21t;. E C O L C G Tr Please see 1C,L::wa` ecr4'a.go►ycocpvT.1rrri:rar oopyr;Y t notice InclL 1ing permission, State o7 V,'.3s1'^C'cr n1R3tor o'113911►tj,aid disciairer. TAB 2 (MINIMUM REQUIREMENT • 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. 4-7-7744;44 + y, ,. Planning, Community, & Economic Development DeiltRot M (J \Y' 1,_�`. PO Box 547, Anacortes, WA 98221 PH: 360.299.1984 ''DEC 1 3•2O18 Y'rr 13 Elements of SWPPP L . (Construction Stormwater Pollution Prevention ti OF ANACORTES Please check off boxes to show that each element has been read and understood. Provide details where j applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed on s'l;. :.:_h of 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. p Owner Name: o74- 3 4' ' e Site Address: r2'5 l2 1- 2' . Prepared By: AZ.,31-' " ..— The Stormwater checklist or building permit determined that: The 13 elements must be addressed for C] These elements must be addressed for construction activity adding under 2,000 construction activity adding 2,000 sq.ft. sq.ft.of hard surface area. 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 iustification. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits i .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. le-Retain the duff layer, native top soil,and natural vegetation in an undisturbed state to the maximum degree practical. ,sere' ivir/ — I,"e73.ee ivef rA`/ _spiz/ &, Xi atze.p ( Pith'i ar"At.; /` ,vi 1) C '2 ' - C 1,—;71-4 - 41i6L_r ,,Lea'isi, 4'7' 4>: es[''k/as Page 1 of 8 March,2017 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. Pr Locate wheel wash or tire baths on site,if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. Er 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. Er Conduct street washing only after sediment is removed in accordance with the above bullet. le Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. :///fe vi 577, G,_.t1- t� £ rr a y P c.f e6 /tla� i J//'l'vo t � ELEMENT 3:Control Flow Rates '`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. itelkhere 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). }cif permanent infiltration ponds are used for flow control during construction,protect these facilities from siltation during the construction phase. ELEMENT 4: install Sediment Controls Design,install,and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. l''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. E " 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. 5/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 Page 2 of 8 March,2017 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. iirnocate 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. [W"Provide and maintain natural buffers around surface waters,direct stormwater to vegetated areas to increase sediment removal,and maximize stormwater infiltration. [aWhere feasible,design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. 4 Z 4 e;l�ac�a a c ✓� • ,fvim-. A : it ,/ a ELEMENT 5: Stabilize Soils i; tabilize 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. iControl 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. moils 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 (-Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. tk Stabilize soil stockpiles from erosion, protect with sediment trapping measures,and where possible, be located away from storm drain inlets,waterways,and drainage channels. rV'Minlmize the amount of soil exposed during construction activity. le—Minimize the disturbance of steep slopes. �yi,�Minimize soili compaction and, unless infeasible,preserve topsoil. f06•!P C /L� ✓ — /2246,c, C "-zzT 69 /db'` � p'.�6- _ • .. Flit-4 � 4 Aw C Ai 2.. j did L.T�<C9i/ OW. ,r1r�.` =de —5 91L ,. mil...$ o afer-. 4"e'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). Page 3 of 8 March,2017 lirThivert 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. Vied 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. Er.-Place check dams at regular intervals within constructed channels that are cut down a slope. Er"Consider soil types and its potential for erosion. 2r 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. 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. f "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). i '°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. Page 4 of 8 March,2017 ELEMENT 8:Stabilize Channels and Outlets E 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. CV'Provide stabilization,including armoring material,adequate to prevent erosion of outlets, adjacent streambanks,slopes,and downstream reaches at the outlets of all conveyance systems. 15"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. �*(9 r / - .9® efs:id e del " ELEMENT 9:Control Pollutants 12"-Design,install, implement,and maintain effective pollution prevention measures to minimize the discharge of pollutants. IV 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. el—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. CJ"-Conduct maintenance,fueling,and repair of heavy equipment and vehicles using spill prevention and control measures.Clean contaminated surfaces immediately following any spill incident. EVDischarge 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. rvi ppiy 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. Page 5 of 8 March,2017 ES7Assure 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. Er 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. tar 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. 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. V. 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. Fr 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. S. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. li 'Construction equipment operation,clamshell digging,concrete tremie pour,or work inside a cofferdam can create highly turbid or contaminated dewatering water. V Discharging sediment-laden(muddy)water into waters of the State likely constitutes a violation Page 6 of 8 March,2017 of water quality standards for turbidity.The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. - /4te._ i€i°s;2 em s& m a - 4,4 ee ELEMENT 11: Maintain BMPs WTI—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 Er"- 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 biodegradable and designed to remain in place following construction such as compost socks. L 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. l Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting p� from removal of BMPs or vegetation. / /T C�,.�y i'T ����'f L^b 4�tT✓�„6�0"�92°'0_�._ i,. 1-4„..• "•..7� 6;.= J�".rI`F �r 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. Management details starting on 250. 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. Er`- 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. [4,Clearing and grading activities for developments shall be permitted only if conducted using an approved site development plan(e.g.,subdivision approval). Iy 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: Page 7 of 8 March, 2017 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 nacortes has the authority to take enforcement action per AMC 19.76 Stormwater. r. 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. ELEMENT 13: Protect Low Impact Development BMPS If implementing any bioretention facilities or rain gardens,see for requirements. 7 2/'g--- plicant Signature Date J Page 8 of 8 March, 2017 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Inform ation 7 / c- /7-"l'h ii‘-. .- /1-e-seli,e L A ,t5' - 4' ' / P 626 2_/ ,V This project will use the requirements 9f the Prescriptive Path below and incorporate the the minimum values listed. In addiionb d on the size of the structure, the appropriate number of additional credits ar eche kg chosen by the permit applicant. - �' Authorized Representative r/", Date • el `,/ - p yAll Climate Zones ii 1 T @ tg 11 vi [4-,, R-Valuea U-Factor F i Fenestration U-Factorb n/a 0.30 1141 UGC 13,2018 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC" n/a n/a Ceiling'< �� 0.026 are. OF /r��������OH E.Q. Wood Frame Wallg' _ ( 21 int 0.056 Mass Wall R-Value' I 21/21 h 0.056 Floor - _ 30g 0.029 Below Grade Warm 10/15/21 int + TB 0.042 Slabd R-Value & Depth 10, 2 ft n/a `Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1, -email Dwelling Unit: 1.5 credits BF Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 1 12. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) 'A 1 a Efficient Building Envelope la (0.5 ," 1 N-1. 1 b Efficient Building Envelope 1 b -1:0 1 c Efficient Building Envelope lc 2.0 1 1 1 d Efficient Building Envelope 1 d 0.5 1 1 2a Air Leakage Control and Efficient Ventilation 2a _ 0.5 1 1 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 _ 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 1 1 3d High Efficiency HVAC 3d 1.0 1 1 4 High Efficiency HVAC Distribution System _ 1.0 5a Efficient Water Heating 5a I "-- 5b Efficient Water Heating 5b C1.0 a 5c Efficient Water Heating 5c 1.5 1 1 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 1 1*1200 kwh 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions Site Address / 7( � /2 S 71— Project /36(") cSP/e-- Building Permit# I� LD — 20I8 - 0797 atep weals —� _dotes Public Works Planning Stormwater k— Fire Project Inter-Departmental Han Review Tracking s-. 2, M U y + . s TAN rn w 0 O mm rnx Tl i rj � C Qi x � s e s T p .3 1-1 °?, G) , :67 CI. j i 1-- � I 0 ��� ...) r 4 L___i >_._, i --, C13 E 1 Z a to to+‘ _ pg AI 1 ` '� `� - 6 MIL VAPOR BARRIER- _ _ _ fir; it .11 Ii ® 0 rh S CITY of AIACQRTES cb PLANNING Ell. P I : I E T: it'3' 0) APPROVED PLANS - . 3 I - PERMIT #t: ADDRESS: 7/ 4/ APPROVED BY: — k — -' N — SUBJECT TO FIELD INSPECTION. APPROVE/6PLANS Rom. N f S1;:;LL NOT BE ALTERED WITHOUT AUTHORIZATION. `11 r1 ' Ir' M Owner: George Bourque Foundation Plan 1 171512th Street 13 Miller St. Drawn by:: George Bourque Anacortes, WA 98221 Blackstone, MA 01504 October 1, 2018 i )CCU fnY , if r tit DEC 1 3 2018 ,_-___ CITY OF ANACORT S I • . , ENERGY CREDITS SMALL DWELLING UNIT OPTION DESCRIPTION CREDITS Er Z Ia EFFICIENT BUILDING ENVELOPE la: 0 Co Vertical fenestration U=0.28 0.5 co N---- Floor Insulation R-38 I 0 (2) i 5b EFFICIENT Water Heating 5b: 1.0 . .---l' .. 24' 0" _...._ Gas water heater with a minimum EF of 0.74 0 N tZll 1, TOTAL.CREDITS 1.5 0 (D -CI• ' •18' 6" - -- - / 5' 6" -7/ 0 .,. . •,,,,,4 .1::2 0 = SMOKE DETECTOR . 0 ., (13 = CO/SMOKE DETECTOR 41$ .. 'I, ,. ..,..._., F._._______I N.. CU ---- ------------1 "--. (!)RESS = EXI-IAUST FAN VENTED TO EXTERIOR 1•.... 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