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BLD2013-00199
BLD13-00199 BUILDING PERMIT APPLIC ION Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00199 Received Date: 6/26/2013 SITE ADDRESS: 803 DISCOVERY RIDGE RD PORT TOWNSEND, 98368 OWNER: JOHN W DRAKE PHONE: 503-593-9135 KELLY K KORTEKAAS 272 ELK RUN RD COTTONWOOD ID 835225246 SUBDIVISION: Block: Lot: 6 PARCEL NUMBER: 001195126 Section: 19 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOII SFR AND DETACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,226 VALUATION 335,000.00 ADD'L: 1,226 HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 676 CONST TYPE: SETBACK: DECK: 1,035 BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 3 Prop: 3 Total: 3 Total: 3 Routing Date: / /� Type `�! Amount Paid By: Date: Receipt: Approved/Date Permit $2,309.75 MEB 06/25/13 142213 APPROVED {0 ED ' Plan Check $1,501.34 MEB 06/25/13 142213 P•i V State Building Code $4.50 MEB 06/25/13 142213 JUL 2 6 2013 Potable Water Application $66.00 MEB 06/25/13 142213 Total: $3,881.59 Jefferson County DCD \11.irlcm,rk\rl,1,1fnrnIc1C P1 fl Ann Plr1 rn/ C/')RPIf11Z �go�';`'� ` DEPARTMENT OF COMMUNITY DEVELOPMENT .1, 621 Sheridan Street,Port Townsend,WA 9836S ''- Tel: 360.379.4450 Fax: 360.379.4451 Web:unvw.co.jefferson.wa.us/communitydevelopment ` , E-mail:dcd(a}co.iefferson.wa.us )'/1 No CERTIFICATE OF OCCUPANCY PERMIT #: BLD13-00199 APPLICANT: JOHN W DRAKE PHONE: 503-593-9135 KELLY K KORTEKAAS 803 DISCOVERY RIDGE RD PORT TOWNSEND WA 98368 SITE ADDRESS: 803 DISCOVERY RIDGE RD Issue Date: 07/26/2013 PORT TOWNSEND, 98368 Final Date: 6/18/2015 SUBDIVISION: Block: Lot: 6 PARCEL NUMBER: 001195126 Section: 19 Township: 30 N Range: 1■ PROJECT DESCRIPTION: SFR AND DETACHED GARAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes p THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 6/18/2015 \\tidemark\data\form s1F_BLD_Occupa ncy.rpt 6/19/2015 g D "•° 6 J ► 0 ! > Y M pa FBFPPi M Wilily F qp T 19'lO $ QyS i~II 1 t I 11!;11 il 1 il o :I 1: yq g , R 4 1 y[E pi o g Yi til°1 iFdig Ir �� °R 1°41. ! ill! ;22 0 C i1 li Fg 4 11 3 °p 1I ' p t 4 � g ° I I i i !l$ g ill D 1 i, '�— i€ ri '4 ; 1$ 1 e t P l r ilije g .g ii igOdE 1. $ i ii? ri " t--� l g rs lq D ' �i J? 4 i21 R X66 `igda gR €� R4' i P � gd °Ili 1 'z gifFy i IIr 6+ g y[$ 4 3 8 p1 €€ p €€® py2 41 � t i i 0 ; pagq R i 4;0 4P D4.N• I C-... lini r e yP O • se al F (m^� F tyr Fne..� .. 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I 1 1 k 1 ll fgl I YAW ; 3-V i V.P. i S-11 1■7• , : 0 0 1'0 r4 1 2 3 i 1 ii q i 6 1 I i 4 t=> c....) ffil 1 Oral 0 PROACT 0 CONSULTAIal 0 nin 0 004/208 INVISIONS or+ PLANS NEW RFSIDENCE FOR CASTELLAW • KOM • ARCHITECTS OWN aro p/S 110119TERED >0 GARAGE ELEVATONS JOHN & KELLY DRAKE I N.) °#eiriicelvaNatj 803 DISCOVERY RD a ROAD I 850 MAIN nun • ISTISION, IDA110 rm.PSI NO 0 PORT TOWNSPD,WASMIGTON ■•08.P21.N0013033 OFFICE (208) 748-0185 • FAX(202) 748-7227 _ --I TACOMA s C 1! 3/ �j� {4 o y ptFS rose ,�.� f 1, n a.I !".M 2 L Ir'r •••• 7 _/ PITNEY BOWES 4 �_ ..-.... it 4 $ 000.48° 3i� r 2 1 P - i~ ` i 000827150 JUN 022015 i �i n ki d{zi-� . AILED FROM ZIP CODE 98368 NIXIE 42.92 EE .10'99 7286I' /15 i �""T npt,-•Free, r wr A.n-.n- rerrr I\Si 0E y VL \Rii L. E. AS y�ASA D L{i:L. .]r'C i.e ' \ \\`r ij� -�.-- 1\ 1, \ /s1 - '.�` Jl{,.._, y' s > r oC; 9a33 iui4�r3 1 w- —NE7 I a 11 1 \ ,Jfs\ V a \tom/.1'—\\"'l1;--%ro . e a �w.♦ $ ��3. t: 4 Sr rJ' `',,,, •}.fl.�/ 6, f/�f.�J // /fliL^�1\ 11 �.' r.�3$44 y !ii i /1♦ii 1I } 1 8 ♦ i �t � rV .A r"' / f)' e �1 �/ 1 �. a ii. II Ir35' a I q1;i 1III aaatai AAA AI ,1 , san.iiaf3930 a, Id,1 '` ` \\i �/ ' ��-.4bv, f 1)` f��l yJf� !(a�\\� i �f• iilllii ♦1 IAA 1 ilt.t 1!1 !i i 4 e iilii x i ii .a (/ \ \ / f e i 1 i ~r+� 1 ""'\"7\\'=!!%\\f-1I\ '."/i•>-ir ` 1 //': i1 !/f � rf a14V 1,! jj i���.\\— =li. .rtcf-•��w -. j'--:-;;;,,C:7"'-'7';-1.1;'''':---<` ;%:i'/e�,- !s, '•:if: 11 V%/;)\\`rr�\\ 1,.... ' /-..z.;-.---N �/,�fi( i1+ t.' -. f::'s\.1/1,- \ J1't�r,•/ \ira E\:'. f t. 0\ill/'sf'..,,�a� tri:. 62::-...77:2'.:7::=:.::-..",+_: •.� ''` s iiirllr r 31'il trrrll e:l a I!1 1 1' e:r'. li Irri'i tr r r II rrllirrr! Ii rl� t I irri Ir • "ON ooG JEFFERSON COUNTY _. DEPARTMENT OF COMMUNITY DEVELOPMENT \k it NHS Date: -//G' Time Received: /0:7_2_ arpi Dm Mon. Tue. Wed. Thur. Fri Date: 7/// BLD: V3 - 00(9 , Contact Name: Owner: Contact Number: 360 Address: 501 0(SCoV40 > klyt& 206 503 953 - 5773 503 .03 8135 Notes: Foundation Plumbing Framing Propane Ta, Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling r. g9.,,5°'' `oo JEFFERSON COUNTY 2" DEPARTMENT OF COMMUNITY DEVELOPMENT SNf\Gft°2 Date: X12, Time Received: 210 am/ rr Mon. dap Wed. Thur. Fri. Date: SIC BLD: 13 - 1*1 Contact Name: Owner: Contact Number: 360 �3 ..' Address: ZOI ,Sz. 206 3 qtes- Notes: `=-t/LOVJQ!` Pte- �tiJl. Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation ppliance Underfloor Gas/W od stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling X45 0N JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT -5sf'1,;C;t52 Date: 7 am Time Received: /Q V0 pm Mon. uA Wed. Thur. Fri. ��,//// Date: ./.g BLD: 17-199' Contact Name: Owner: Contact Number: 360 0 Address: E.D,3 P/SC i'tz)60E. /? , ,/lp / -296— 9�- 5-7ey° Notes: lSic.og .56L(e{r" Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling e•-50 c'o JEFFERSON COUNTY L-Q =` DEPARTMENT OF COMMUNITY DEVELOPMENT I / SSH, (i. V Date: Time Time Received: 12 '5f; am/ Mon. Tue. Wed. Thur. Fri. Date: 3/2- BLD: 13 00) ell Contact Name: Owner: Contact Number: 360 Address: L303 pi5Ca.VctRY p',OC F.,1 206 Notes: r q3 3 Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines \)( Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor ,c Foundation Wall Address Posted Block&Tile Ceiling ;• JE;• JEFFERSON COUNTY { DEPARTMENT OF COMMUNITY DEVELOPMENT lSHI hG, Date: Time Received: Vi)77 arrllpm Mon. Tue. ed"1 Th r. Fri. Q Date: r BLD: \� -- Vi- \ Contact Name: Owner: p� Q_ , t t Contact Number: 360 • s (3 c V Address: $�7> S GO i� e).-c? r 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing ;/,,, Under ground Furance Footing Rough In Air Seal - Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted _ . • ,.. ,,, *F-11,-V". - - • •e• - 71;;IihateliNRi-OP.; • . / W•11-4-nt elftri"..-SvAtt - e - - . - . 4..,?.. . -- , - Date t ime receNe d 2.5- 031 pm • 16-11111D Tues. ,Wed, Thur. -Pd. BLD: tq q Date: • OWNER: . . Contact Name.: • . /I/ ADDRESS: . Notes: 4?—±3---D--1-5 -1( I — Contact Number.360 206 . , . ., 3., • Foundation Plumbing - Framing . . Propane Tank Mechanical -. - Setbacks Under-ground Framing Under ground Furnace — Footing Rough in Air seal Above ground Gas Stemwall Hydronic Exterior shear '`.%, Exterior lines Oil Straps _ Interior shear ' - Interior fines • Ducts Post Hole Ventilation Appliance • Underfloor . - Gasiwood stove Man-Homes Setbacks Insulation . . Filial Inspec iotn ,z. _______ Foundation. • - Block&Tie floor wall ceiling. . Address Posted ' 1 ... . --- , u-'Shi • • -_iris.. ..!_ _ ////• i. S y.t F•� -• Date .5— time received R., am ! rs Mon. TueS_ _Wed: Thur. -Fri. BED: .k ' Ii'9 Date: 2-//0 OWNER: - - Contact Names Y ADDRESS: O V Z, BL ( r o>oT Contact Number:360 4 . 3 - ` 3.---C-7 Z r _ 206 ._.3 4f ;3S-- Notes: Foundation Plumbino• - Framing' Propane Tank Mechanical Setbacks Under-ground Framing Undeiground Furnace _ Footing Rough in Air seal Above ground = Gas — stemwall Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines Ducts Post Hole Ventilation . . . Appliance Underfloor _ Gas/wood stove Man-Homes • Setbacks _ • Insulation. Finallnspecgi_on '`� Foundation ._ ;;a �r Block&Tie - floor _wall ceiling. . Address Posted Lo■ri■iiimoi■ h'r11zA • tir- . M1T 9/i . 1k. `:M Date ! time received 6- am pm Mon. �Tuues. ,Wed: Thur. a BLD: , 13 - I Q `f 1 Date: ---20 ' • OWNER: ] Contact Name: C�c� ADDRESS: //'"3 - I) L� RI 81r� Contact Number:360 r�5?Z� n 206 'r. Notes: �! G _ . Foundation Plumbing - Framing Propane Tank- - Mechanical • Setbacks Under ground_ Framing Under ground _ Furnace - -- Footing — Rough In Air seal Above ground _; Gas Stemwall _ Hydronic Exterior shear _ Exterior lines - Oil Straps Interior shear Interior lines • Ducts f • Post Hole Ventilation . Appliance • Underfloor Gas/wood stove ManpHomes • Setbacks _ Insulation. Finallnspectio ;.;e Foundation_ ' •-• Block&Tie floor _wall ceiling. . Address Posted r i.� s t4� ;f. Date 10 time received O I(0+ 0/ pm Mon. Tues. Wed: .Pn. BLD: 3 – 1QQ Date: 6 " 31 • OWNER: Contact Name: ADDRESS: 3 Dt5c,, i o Contact Number:360 P.al,syas Notes: ��S 206 c, :Foundation Plumbing - Framing •- 4 PropaheTank Mechanical '. ' Setbacks Under-ground Framing Underground Furnace Footing Rough In Alr seal Above ground — Gas Stemwall __ Hydronic Exterior shear Straps Interior shear Exterior ririness Ducts Post Hole ' Interior lines • Duda Ventilation Appliance Man•HonTes Underfloor s Gas/wood stove Setbacks Insulation Foundation . __Final Inspection se Block&Tie floor wall ceiling . Address Posl d 0 : Yet Date/0"-B time received g1& pm c/ Mon. Tues. We Thus -Fri. BLD: /3— /9q Date:/0-9 OWNER: S ADDRESS: a 3 . I s G Contact Name: if Contact Number 360 . Z:34 S (fOS •Notes: 206 F • Foundation Plumbing - Framing' - q Propane Tank Mechanl•cai '. Setbacks _ Under-ground Framing i Footing Rough In Air sea 9 Under ground Furnace Stemwall Hydronic Above ground _ Gas -+- Straps Exterior Exterior lines Oil Post traps Hole Interior shear Interior lines • Ducts • Ventilation Undefioor Appliance Man-Homes Gaslwood stove Setbacks ' Insulation • Foundation Final Inspection_ :1 Block are _; floor wall ceiling. . e`' Address Posfeif — i �5°. ` JEFFERSON COUNTY 2 ` DEPARTMENT OF COMMUNITY DEVELOPMENT SrH(�Gto Date: bj-/7 Time Received: // • 497 /pm Mon. Tue. Wed. �� Fri. Date: !n„/® BLD: /3- / 5q Contact Name: Owner: Contact Number: 360 $D2 753 5.-7 ,Y1 Address: 803 his c 2/06/Z 206 . `17 5' 9/35- Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing g Underground Furance Footin g Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Ducts Post Hole Interior lines Ventilation Appliance Underfloor Gas/VVood stove Man Homes Insulation Setbacks Final (Inspection Floor Foundation Wall Block&Tile Address Posted Ceiling .PS C.. ,..,.4,,- cbe, JEFFERSON COUNTY ` DEPARTMENT OF COMMUNITY DEVELOPMENT •ate: Time Received: am/pm Mon. Tue. Wed. OFri. /�G Date: LD: 12 "J ' I`1•- 1 Contact Name: 1411-(,l , )caner: Contact Number: 360 U 5031 -4 S3 —S3'Z'1 address: 2/,5 tYY 123cle ° 206 dotes: JJ''-� Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation ` Final Inspection K Setbacks �� °�--:\\ Foundation k 1 d s osted le ling WIC GUI Block &Ti < • • Prescriptive Energy Code Compliance for Single Family and Duplex Housing:Zone 1 Project Information Contact Information .%k.1 °. KeLG y 1›.--- .... ges, u rs Jo k#7 /7.arc. ye or-- Tozcnr 11 wA (0 8' arm)/waode 3s-2Z This set of forms has been developed to assist permit applicants documenting compliance with the �d sq -qt Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and locatec in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself.To obtain a copy of the energy code, go to the following web address. http://www.energy.wsu.edu/code Glazing Glazing U-Factor v Wall12 Wall-into Wall-ext4 Option Area Door z Vaulted Slab6 p U-Factor Ceiling Ceiling' Above Below Below Floors on %of Floor Vertical Overhead 11 g Grade Grade Grade Grade R-49 or 0 I 13% 0.34 0.50 0.20 R-38 R-38 R-21 R-21 R-10 Adv. Int? TB R-10 R-30 2 R-49 or Q it 25% 0.32 0.50 0.20 R-38 R-38 R-21 R-21 R-10 Int? TB R-10 R-30 Adv. 2 R-49 or R-21 OM Unlimited 0.30 0.50 0.20 R-38 R-38 R-21 R-10 _ Adv. Int.? TB R-10 R-30 2 See WSEC table 6-1 for footnotes — Glazing Schedule Attached to Document ,.,.A` Does not apply.'(SEE INSTRUCTIONS)Using Prescriptive Option III.All glazing I-1°- and doors meet maximum U-factor.Alternate heating size method submittal. ((� � -- • ❑ Option I or II,Glazing to floor area limit(WSEC 602.7.2) 1 0 � D "/IE f I=1 Area weighted window,skylight or door U-factor(WSEC 602.7.2) J AN2_ 52013 Er As part of the heating system sizing calculation(IRC M1401.3&WSEC 503.2.).4 Radiant slab: JEFFERSON COUNTY ❑ R-10 foam insulation,continuous with thermal break(WSEC 502.1.4.9) DEPT.OF COMMUNITY DEIIYLOP" Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description 1a High Efficiency HVAC Equipment 1 lb iii High Efficiency HVAC Equipment 2 [] 1c High Efficiency HVAC Equipment 3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 U 3b Efficient Building Envelope 2 3c Super-Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation U 5a Efficient Water Heating 5b High Effieciency Water Heating ❑ 6 Small Dwelling Unit 7 Large Dwelling Unit ❑ 8 Renewable Electric Energy *1200 kwh Z5 Total Credits 0.00 WSEC Prescriptive Worksheet(2010 edition)Zone 1 . WSUEEP10-010 C pyright 2010 • • Glazing Schedule Project Information Contact Information Jo 1,,-r .s-/4 ECc f D.2 e /&s,zi'et.•rcx, 461 2 •-t Drate. flyer Ors'/ .4z ,r/ G�. Z7 z 67 lc .... /d P'-pm T -,s,.c•tA, 0 /A- `t ey-3493( (2„)4fa1-, wza-oci, :LQ er3S 22 Conditioned Floor Area Z'/52 Sum of UA for Heating System Sizing 27-7 Sum of All Glazing Areas From Below 74f4J Glazing to Floor Area Ratio 30,3Z fie, 602.7.2 Exception Ratio (not to exceed 1%)1 0 c4 Exterior Doors Plan Component Door Percent Width Height Glazing Door Door ID Description Ref. U-factor Glazed Qt. Feet Inch Feet Inch Area Area UA i 'r-~Qa,1- ioa✓ sue,•- O 3 6 6, a l9, s . to I 11 . 30 z One Exempt Swinging Door<24 Square Feet Sum of Glazing Area, Door Area, and UA (do not include exempt door) 19 7 51 I 1 7. 33..2. Area Weighted U= UA/Area , z? Sum of Area and UA for Heating system size only(include exempt door) 19 7 s 1 i 17. 33, 2 Vertical Glazing (Windows,Glazed doors using Exception 602.6#1) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet Inch Feet Area Area UA 4A ).r Li Per u46 K, , era .3o ZG MINIM 2410, 72, VA_2 x y G . 3O z PIIMILII zo 6, C_al) '3 x 4 FeIr , 36 1 ' MEA s7. i7. Eg 2x 2- Pr ir___d . 3O 2 Fr Z? / _ -., .1•/ , 5'6 `/ Y'. 2_a( G-(, Z'l2 H ','!t� , 30 6o 111 i Sr 4, 5 KeP 3 y 4`/z (ascm,¢....4- .30 Li (o log. 32„.q zr 3 Kg. "/Z- 'F'x-ed ,30 3 3 (10.s 1z.r5 .1J C X I Fr'x- d r3C i (v, r,8' PK Z}r 3 Ca S KI " , 30 2 12. 3 b LL 2Y c.l'/Z / j—//r'k_-ei • 30 (4 S. N A4.M ZYZ ?�' Li ILL (A Si�vrty 41" a 36 , MEM (y7 5 2e . ZS 'w Z`/L N K vz nt x-Ui , 3o 2 Mari . ZZ-S (. 75 MINEll -7, 5 z7 S Sum of Area and UA rarnIMEn Area Weighted U= UA/Area NM WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 • • • Simple Heating System Size: Climate Zone 1 Project Information Contact Information JO n t tom.-z "as i it c.roli N D.zJJcg_ $© 3 P s .,i ,r / 1, -7-"77._ EI k �'o h , ear"- Taz�n s-c , c�of 9 dr"3�S� co hm L-uve-4, .A0 r S 2 2 Indoor Design Temperature 70 5 3- S1 3 -It 3S Outdoor Design Temperature Design Temperature Difference (AT) �9y AT=Indoor-Outdoor Design Temp �` Conditioned Floor Area zyszi Conditioned Volume ZZ, X Glazing Copy Sum of UA from Glazing Schedule 2-27 Attic U-Factor X Area = UA R-49 0.027 ( Zf Z 3i. -7 R-38 Advanced 0.026 Single Rafter or Joist Vaulted Ceilings U-Factor X Area = UA R-38 Vented 0.027 I I I Above Grade Walls U-Factor X Area = UA R-21 0.056 y 7 y I Z3.4 I I Floors U-Factor X Area = UA R-30 0.029 t Z Z(o -70, 3 Below Grade Walls U-Factor X Area = UA 2' Depth Walls 0.042 3.5' Depth Walls 0.041 7' Depth Walls 0.037 I I Slab Below Grade F-Factor X Length = UA 2' Depth 0.59 3.5' Depth 0.64 7' Depth 0.57 Slab on Grade F-Factor X Length = UA R-10 2'perimeter 0.54 R-10 Full -Heated 0.55 I Sum of UA H 5 3 Envelope Heat Load I , BttuuI Hour Sum ofUAXAT ic 6i 0 Air Leakage Heat Load Btu /Hour ((Volume X 0.6)X AT)X.018)) Building Design Heat Load Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load ( I.1 511' 33, x(11 Btu /Hour If ducts are located in unconditioned space:Sum of Building Heal Loss X 1.15 If ducts are located in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% 16°, )1(p Btu /Hour Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 . • • Simple Heating System Size: Climate Zone 1 Project Information Contact Information 82"d 3 Drs!r✓> st . re.1.4. iQ I, -7_7z E7 . Pte- -4.-41 9 r36 s' C11 /7 -,:1, -DD 3 S 2 2 Indoor Design Temperature 70 5©3- 51 .3 -`9 r 3S Outdoor Design Temperature z 9 Design Temperature Difference(AT) �'y AT=Indoor-Outdoor Design Temp Y"' Conditioned Floor Area 2'{521 Conditioned Volume Z2r06,V Glazing Copy Sum of UA from Glazing Schedule 2-27 Attic U-Factor X Area = UA R-49 0.027 3 Z. '7 • R-38 Advanced 0.026 Single Rafter or Joist Vaulted Ceilings U-Factor X Area = UA R-38 Vented 0.027 • I. I Above Grade Walls U-Factor X Area = UA R-21 0.056 2 2- 1 1 7-3.U Floors U-Factor X Area = UA R-30 0.0291 t Z Z( '70.3 Below Grade Walls U-Factor 1 X Area = UA 2 Depth Walls 0.042 3.5 Depth Walls 0.041 7' Depth Walls 0.037 I Slab Below Grade F-Factor X Length = UA 2' Depth 0.59 3.5 Depth 0.64 7' Depth 0.57 Slab on Grade F-Factor X Length = UA R-10 2'perimeter 0.54 R-10 Full - Heated 0.55 Sum of UA 115 3 iga(.13 Envelope Heat Load Btu /Hour Sum ofUAXAT IC 0t t3 Air Leakage Heat Load Btu / Hour ((Volume X 0.6)X AT)X.018)) Building Design Heat Load IBtu /Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load I I.1 511 33, f( Btu /Hour If ducts are located in unconditioned space:Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% 60, 1/4) 'Btu /Hour Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet(2010 Edition) WSUEEPI0-010 Copyright 2010 g • h — ..-„ ,J1V co JEFFERSf51V COU , E E ,. NTY tICBVE D I w DEPARTMENT OF COMMUNITY DEVELOPMENT Ir, �' ' 04 621 Sheridan Street • Port Townsend • Washington 98368 I�,, JUN 2 2013 360/379-4450 • 360/379-4451 Fax U AL �s0$ www.co.jefferson.wa.us/commdevelopment JEFFERSON CrUNTY ALT OE COMMUNITY iEVEIOPMENT Master Permit Application MLA: P oiect Description (include separate sheets as necessary): 4 iy4.e f-r1Ge-I._lit , s, e t t.,• 7frii c - �/ thed cj Gr.zrez4L Tax Parcel Number: 00 / —/ 9S — 1 2.(P Property Size: l ores square feet) Site Address and/or Directions to Property: 8'(9 '3 DisC 0ey # 7- ^I� 3.e. c Property Owner(s)of Record: Telephone: So3-S '3-1135 Fax: email: k nt,E:e2Ze ,/, C_ Mailing Address: 2?2-- 1 K /2,i,r..4n led•r e 1O 1*Y1 t,crvc cI, .L D $ 2-2 Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑ Lot or Road Segregation j2Building ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) 1R1'Single Family iil Garage Attached/etachet) El Conditional Use[C(a), C(d),or C]** ❑ Manufactured Home .❑ Modular • ❑ Discretionary"D”or Unnamed Use Classification ❑ Commercial* ❑ Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address _❑ Road Approach_ ❑ Short Plat** ❑ Home Business ❑ Cottage Industry ❑ Binding Site Plan** ,__ . -r'Propane ❑ Long Plat** ^u Sign .. ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis El Plat Vacation/Alteration** - $Sttirmwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** --A-Site Plan Approval Advance Determination (SPAAD)* ❑ Shoreline Management Substantial Development** ❑ Temporary Use ❑ Shoreline Management Variance ❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑ Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his, her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the appli 's t :t , iga ants • or notice. ��(',t�/ � Signature: i_ L/lr�IS� _ Date:�i� --`1 The action or actions Appl-ant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential'take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-tran- - .: -"�sp.-sibility • o ering to .n. complying with the ESA. The Applicant has read this d' claimer and ign and dates it below. Signature: , - ._ A, //I1.1 a� ` Date:L jei47 G:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc yi r 1 a BUILDER STATEMENT The signer of this st- a ent does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that • they will be . - • re • Ibility.f the Geleral Contractor or the proposed project. Signature: 0 . 4.rf(//�� / /. ) '`��' Date: _ S/2�l i 3 GENERAL CONTRA.jr- OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) (l ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: &6-Z(a j/ 4vi f},ra/kc% PHONE (let) 74-618'3 FAX:(w) 7W6 _7z{� MAILING ADDRESS: ?s6 h2ii,y St,, iS}a>7,ZO EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: X New jfil Wood Existing: 0 ❑ Sewer ❑ Addition ❑ Steel Proposed: S Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: A _ Height: $ Individual System ❑ Repair ❑ Masonry SEP Permit# 56913 -00050 ❑ Demolition ❑ Other. Bedrooms: Water Supply: Existing: 0 Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: 3 j'Public Etech4t.fra e. Total: .' Nam of System: • If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants, employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have FoodService? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: y nderground Tank )k Above ground Tank Size of Propane Tank: 2S 0 gA..Q, 7 %eat Stove hook Stove 1 Woodstove 1 Fireplace Insert),Hot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes /® • When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review: i Gp 6 /2,74 i2.17-10.4 03 Floor Heated 2 Consistency Review: '- ( cJ 0. ( ZGt12. �Z 2.2& Other Heated - Base fee: 2, — Mezzanine Additional Section: Heated Basement Plan Check fee: l`—b` Unheated Basement State Surcharge fee: J • 2 r S.- Other Unheated. . .. Pot Water Review fee: I Garage/Carpor SUBTOTAL ` 2:6elvtA, b G) Vg-660. Decks t r2L5 911/Rd Approach fee: / �7 �q Other p�_> 3 ,O IvoCel TOTAL: $ Li2 3..S �'1 3p1-t fl. .24 Receipt Number: 14"D,a 13 — Cash/Check Number: (3A 5 I.ESTIMATED COST(REQUIRED) Date: (a-a5-13 ancet va ue of as taaarar is foundation to finish crcesrm prdX e 3 35f 006 Initials: 69E5' G:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc Sip Front Parcel Review 0 Parcel 001195126 Printed: July 5, 2013 JOHN W DRAKE Site Address: KELLY K KORTEKAAS 803 DISCOVERY RIDGE RD 272 ELK RUN RD COTTONWOOD, ID 8352252 PORT TOWNSEND WA, 98368 Parcel Number: 001195126 S-T-R: 19-30N-01W Total Acreage 5 Legal Description DISCOVERY BAY RIDGE DIV V PARCEL 6 SUBJ TO Land Use: 9100 CC&R OF RECORD V660P426 Flood District: Fire District: 1 Planning Area: 2 Flood Map(FIRM)Panel No: School District 50 Zoning: T\ I '•D{ COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [A Plot plan states "property line" [ ✓r Assessor's Map (Property lines on submitted plot plan must match the pnperty lines as identified on theAssessor's 1/4 map) [ Legal Access to Property YES NO [o/ Parcel Tags or Scanned Documents YES NO [4. ESA's: Special Reports Nearby YES NO [V] Designated Ag YES 0 [ Shoreline Designation: YES 40 [ Shoreline Slope Stability: YES e Stream Type:YES 0 Fish& Wildlife:YEs X, Wetlands: YES 4.0 Rare Plants:YES of[I. Seismic: YES N• Landslide: a NO 5`; Flood: YES !it! Erosion: YES ell Aquifer Rechar•e Area ES NO 5C--- SIPZ: y At Risk High Risk Coastal CMZ: no 1 : High Risk Moderate RiskDisconnected CMZ / Stormwater site plan submitted: ®No 5�`(Q.�� [j./] Forest Lands: YES Adjoining Forest Lan s: Commercial/ Rural/ Inholding V Mineral Lands: YES [ Agricultural Lands: - NO ] Archaeology: YE NO [ ] Stormwater: New Impervious Surface 44110 Land Disturbing Activity E.A's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [j Notice Provisions/Disclosure:Airport YE MRL YES Forest Lands Y:s AM Ivy [ ] andscaping Required: Yes B[ arking Spaces rd ed NbQ Other uilding Heigh . 35' UBC Standard • 'f ] Impervious Surface cover ercentage: Resource Lands&Public: 10 Rural Residential: 25% Rural Indu ,: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ] Total Building(s) Size: RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None s.- fled [ ] Setbacks: Front:_ Left Side: 5 Right Side: Rear: in Shoreline Setback: / LSHA Setback: [.7] Road Classification: Tn.( r .- S.P- Road Approach: EXISTING OT REQ'I RAP I [/ EPA Required: YEs E•."''r [/] Flood Certificate: •••,--i [ ] Existing Case(s)& Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance VT- Lots/Require Declaration of Restrictive Covenant YE' submitted: YES NO UGA No Protest Agreement YES submitted: S NO Site Visit conducted YES �j '� j _. Require Final Zoning Approval YES TO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES Title Notes Updated Parcel tags found for parcel 001195126 1.) WSRC Coaching - 2013-03-05 05/30/2013 Other Parcel tags found for parcel 001195126 2.) WSRC Coaching -LID 06/19/2013 Parcel tags found for parcel 001195126 3.) WSRC Coaching - 06/19/2013 Other Parcel tags found for parcel 001195126 4.) EROSION/SEDIMEN 12/01/1999 Cases Associated with APN 001195126 Cases Name Review Type Status Planner ADR13-00022 DRAKE Application Received: 4/3/2013 Permit Issued/Case closed: Case Finaled: 5/29/20 3 911 BLD13-00199 DRAKE Application Received: 6/26/2013 Permit Issued/Case closed: Case Finaled: SFRAND DETACHEITGAKAGE M LA08-00285 SEP08-00113 MLA08-00285 DRAKE A Application Received: 6/9/2008 Permit Issued/Case closed: 8/15/2008 Case Finaled: info from expired SEP05-25 filed to this case CAR00-00214 DISCOVERY RIDGE LLC F M FARFAN Application Received: 6/1/2000 Permit Issued/Case closed: 6/2/2000 Case Finaled: 6/2/200 280 glendon biofilter I PRJ00-00119 DISCOVERY RIDGE LLC Application Received: 6/1/2000 Permit Issued/Case closed: Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 7/5/2013 Page 2 of 3 SEP00-00108 DISCOVERY RIDGE LLC C Application Received: 5/18/2000 Plitt Issued/Case closed: 6/21/2000 C e Finaled: NOW FILED WITH Stl'U5-25 SEP05-00025 SNEED C Application Received: 1/24/2005 Permit Issued/Case closed: 4/4/2005 Case Finaled: all info now filed to SEI'U8-113 SEP00-108 NOW FILED HERE SEP13-00040 DRAKE A Application Received: 4/10/2013 Permit Issued/Case closed: 5/17/2013 Case Finaled: The following expired cases are now filed here: SEP00-108 & 05-25 & 08-113 11 tidemark\data\forms\R_Parcel_CRMLA.rpt 7/5/2013 P.ae 3 of 3 • • �k�i' oN C061 JEFFERSON COUNTY � .� DEPARTMENT OF COMMUNITY DEVELOPMENT 1 � J A .- ",L. 621 Sheridan Street • Port Townsend • Washington 98368 I fl JUN 2 2013 J� qs INO 0 h60p://wgv,4v✓4co.jefferrson wa.uslcommdevelopment/ L I—' JEFFERSON COUNTY DEPT.OF COMMUNIT'DEVELOPMENT Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: J 6 h d .t 1 Da 'G DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as "small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE(I.E., SITE) Size of parcel .5 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 21 - .2' L% sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern, foam flower, and fireweed. LAND DISTURBING ACTIVITY, CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded,filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert%acres or more of Construction site for structures ? Z-00 sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. UPI 7 5 0 sq/ft Circle: Yes lob Well, utilities,etc. sq/ft Does the project convert 2'/�acres or more of native vegetation to pasture? Driveway, parking,roads,etc. 5JV .SC 0 sq/ft Circle: Yes No Lawn, landscaping, etc. 3l S a a sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance i / S sglR Cut la CG' C' Fill /, ©U GC (cu/yd) [over] stormwater calc worksheet Rev 9-9-2010-REV.9/9/2010 1 • • • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures (all roof area 3/ I q 0 sq/ft Structures(all roof area) sq/ft Sidewalks 3c sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) q Driveway, parking, roads, etc 6, D0 0 sq/ft Driveway, parking, roads,etc sq/ft Other Q sq/ft Other sq/ft ��yy Total New -1 y(3 D sgfft Total Existing O sq/ft TOTAL NEW+TOTAL EXISTING' �, y /Q sq/ft *This amount will be used BY STAFF to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 0 % Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small' projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. (LA •ONER OR l ' W ••IZED REPRESENTATIVE SIGNATURE) (DATE FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater oak worksheet Rev 9-9-2010-REV 9/9/2010 • • .gsorr ° JEFFERSON COUNTY E 0 E [N iff. \ ti DEPARTMENT OF COMMUNITY DEVELOPMENT D 621 Sheridan Street • Port Townsend • Washington 98368 JUN 2 5 2013 qS, �O 360/379-4450 • 360/379-4451 Fax FANG http://www.co.jefferson.wa.us/commdevelopment/ JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT __ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# PROJECT/APPLICANT NAME: [)11 r I Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. wNZ IAA"l m.26 firig ai a 5 tr'. �.I c�, rl eu,l Z, �- s F l�r~ 52 ,[yZ, c� d1r,t,'v wad -t'h ns 3 A Tice IL' ill ! i mot. / ti , b 4 - r_ • i % -All ,(se ,•-t/ 7kQ p +ui!/ go i �Fa Cle Sea cc , Existing Conditions Summary -fi'ees err, Sarc%Z 5,4[estp 07 6v-"SF. cu, e 1 ctceel , -/rervf 2. Describe the existing topography. Indicate contours on the site map. ya✓o(. 4fA-CS r�S s GGfeSf o F,a <7- rttrfiti cl /0O e die vdf Gil. ri-Orc,4431 /,1 -fo Ike r-o d o•-1 E. s,d-e. Th � a. s k�.e ,aye aof 6 4Ar- , /�, 19 pi) /..0 f"h� o�s ,Gdc�vt �`• tf�Gi^�rel� �hobcf 2 lah - coat? 3. Describe the existing vegetation. Indicate native vegetation areas on the site ma.. 12, �. 7711, Pct: r�Q rape. IS cc4i LAS.' e`4 r-_ Celt a v, a 5 n-ta,G/ Gee a...V, car a Vi .&e C arc'-Wov 5 u! Cave ARA, c- a (lie I e� a de)1,C. y .+W.2 o', S. S.'vi(.e• (2t ' r c oai'- gass . 4. Describe t existing soils. Indicate soil ype on the site map. g 174, - /S 2 r r•Y S , SO f / r /QGi a s rye ! 5. Describe the existing site hydrology (i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if ap licable, and indicate acreage of each. �iii.�'n a .e ,`s f2 ► We sf E4 sf Cl i ii-Lp i;)/, There-. / 1 S a d f�,Z't-LL.Cj-� d.'7tt'.�i v." ! �it�P�✓ S.'O� go 744 .O✓7!/5�Z1 �'?'Q e -f t d c1 der. e, ?li r p"6" vY7 l� 6. Describe any excess levels of noise generated by the proposed use or activity: �n/y /7cryj rt. tS-e c`?CC Gcrri� pL�u^, �wzg�LtG15��Y► stommvater site plan template—rev.10/21/2008 5 1110 41111 . 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. 7-4 .e p'•pPN G s/o/0-e ' ,-h Wes f 04_si-: CI—LA �.-. < < _` -- - ' `e. . / a1 ... 5 . 41 Io1 ,�•- _ A.-. . �'� V- ,'/2-1 ' 3-P-c°5 a- b.tis Ae S_ 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlands, lakes,steep slopes,etc.). 4-5 /.0ro p.,..e4,47.7 i s yv z_v f o 7C DSc', ✓ e.e.r7 . w ot1 '/ s ,tom ' t -- A. ." , SQC - ,ai - ' - ' L- ,i. _ '. / : _ . • ,,.._ ✓ .. L• .d_ /� , / t 2a�- 73-h btav, s*ySfa.iin to e Ne-vili/ aibe74o< its!.4y.roc, .l yard) eur-f.,4-C&55 A 'f'T..c s,le /I- v7'a a Cal-rnstcv�PA3 -oz✓h.erar 9izuAe-e Permanent Stormwater Control Plan r-0 ad 40 `fie e-.,s - 090 s''k. This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual) or, if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. 14(1 av-rrr w 6v iiii i // b-e "76 /l did .vs cl. " 7h is ins Q jam= -z ' r t : a �. ..4.. 00 e _ . r.t%� -1e. /0 1PY1 p.�-v. ' us yt p..--o c¢.1-$. v'2 are 72-.a4, 6 S °2n 6 ( ` 4. �p JAY S l•e• .4f l (Zr'ater c/ et.'.e a c,, 1",14,-7 a1 atis_c ct d //z',[isiv .. , GL-r ct S 7'0.v3-7 .6,.-.v I e "e le s s �L,..�n (p IL D f 7-itt /V fete S''/- 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatme"n"Yfacilities propos-.� 4 for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is - ' ,,. normally for"large"projects or projects that involve the potential for dispersion of contaminants.] , ''I'' s Duey ea/ 611 'F P din, 11. Describe the performance goals and standards applicable to the project. 1C/-C /4 /o c4a-vi j-C - e -e -e`1-17 ;u1 totic�SC•r, R/ Q e-6, {j p s5 r'.6 et / 1..LS' LO/ 1-c ' per., �f) , / %Z- etc— CL'' ewe cu. / / ,,�/ `� - r'D 11 7k, 7'S'-ee , 12. Describthhe flow control system. wC JO rte_ A s/, - y s-, yat vd 4. 11.e/ a I, .I s'>/--e.- i .I _ ti -714, cer i , - i°a Sit- 6,,( 4t(./ 0/to S/7tr_ stormwater site plan template—rev.10/2112008 6 • • • 13. Describe the water quality system. 1 ` v lI JUN 2 0 2013 �f I IA / I JEFFERSON COI,NTY L DEPT. ,DNMnNIry DEVELOPMENT 14. Describe the conveyance system analysis and design. _ , i-ti ?Of &MO c. 15. Describe the source of fill ma}#erial,physical characteristics of fill material, and depositio of excess material. We ell e- /tint- p/a 7'a a ,1't -7 K a /It mac.41 f a via( rel./4 �#'1� se 4i -mot Zvi 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. , � �/ Dr) tit w°- -re/ / u/l 1 Le C a.fried IA v'J v.? ✓a o-/ vl/f/� 4 6 "er-eel v✓/It i�, A. S G.i/`u.�! ''cJ lam`'6 1 `c i a6e ✓z,//-C.d o,- 17. Describe the proposed surfacing material DYt V l°u16k-1 d /Q!�' 7�0/o , n j 7� d ai a r✓ceci? s- 18. Describe methods for restoration of the site. 771 61.44 71/ -5/k /S re 4_1.47 Cie etee or A/C d/ re—1G/ A Cr-f'Le a S w 1247_,7 Ges-ejr.e fu 4 01, s '- s s. 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. Nei 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. /V O rtpOY71'. 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. 51epi— Sq./S51e ./ /-4-r " II G� v- L ed to�• stormwater sae plan template-rev.10/21/2008 • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at Volume II Section 3.2.3 of the Manual(beginning on page 3-7). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. ef i-etLv/' • /i her ,17-5 at r-e d/xc.v n i -j 5;k r tin _ TC.cv ., t f...• • . ' ,.c ..�. . ' .i ( vt c 7S-2,tr;fir 7 , a n -t�C 15 t l'.f ec7.1,--1:y�_ 2. Establish Construction Access. U Pon sfi-uch?» access kr/.�l/ he v)sla at_ ` 4sr, _ ..- / r..st. r' = __ L ' :L-,Li ',40 ♦ i'. IF_ .. A... _ .'_ - ''_1//. - Se 41 r!it_LSC f /7/1�-3 -Pi.ir 2.�..,v item v41 cc.,--t, v ct d. 3. Control Flow Rates. (,J� S•�c cQ•zz, rr I-0 s/- Sir sle& Si"- / 4. Install Sediment Controls. ,gam/< Cam.)5 c>^ s Y Cc ry evt ` (3 ,�/66s ,6-c I Cif acv/y., 5. Stabilize Soils. 1 lga-4,k t? . /s . 7�r s >te a/ 74 Q�'1571-vucA 61.i 1 ,. C' .?�.r Of fo r. . Ve 4v S" ' • / S, o. !.- an d� • 6. Protect Slopes. - Bcwtie_ s'/c - 1 if he_ i . _ • .6 . yL —. b Ail s J 7. Protect Drain Inlets. /110 cJr r vt 1 v1-Pe ts- 0)1 5r JY'. stormwaler site plan template-rev.10/21/2008 8 • • 4110 12 Required Elements-Construction SWPPP(continued) 8. Stabilize Channels and Outlets. AM 9. Control Pollutants. /Stt,t'K `s o s/S r uw- � v a/Z7 I N pB `( nryi d- v S' "e ei _ i_ :414. ' • 5SO, 71s. A 4 E s 411 waie„v (011 '5-1 19 13- z7.A.I- /a.640 4, A-,", , -, 44-r/Ka;61 10. C trol De-Watering(the act of pumping groundwater or stormwater away from an active construction site). ' S ,..-_-___g .4 �, O-•i 4. j4 -/' . . ...L. A 4 .. OG ewes ef-c - - f ''�oN, 11. Maintain Best Management Practices(BMPs). e4 c -4 5-44.-47 e'ul,-1.742,a c A1- W/7I ..�u r V /-n S 1-u C l?01-;2--S erY► .-Cr Y---e....- /-7,7 1 ..Lt..P t co!/' -rte -r i � //r:e_cy4roelt /e-t) -1- s k. .r 6,-.(-4 P ,.1171 / p/ e s-e-.44.e cI un .I: e c1Yl$T`i'ts c 7Yl . 12. Manage the Project. dY /4 a-4 7e0.4, Ali!/ r r-e S.---e.. a.61 75 a s :.,/ !L .D A� 4 - _i _A _ i' /•♦ _.a. al a Le € cop es---e-,13 9 rii_ `s / (ate, . 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). / / h4, /S r—h'`e s ,4j 17� A11cv7 ► cz�o{ 1.61 e s i- a .--e U-vtd( C�-9 e£0 ' .5 . % / .- {-A.e.l'C a a.a 1711 ��•s, I S'.._L T�✓e. e3- . - se, s , r ` a.0ek-.} Z p...s.f�s truer✓ --74 Al o - h t le' a S. 12 ' shvvn • - dee.s b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance f 400 12,7-1 yards). y _ 1 A d y 'e . Pi ._ ..1 "7" 44.�,Q ,A Jae_.LG'Z-✓ > ��H ite i s •t dS Cr 3. Environmentally Sensitive Areas. �CO� a. Description of environmentally sensitive areas that are on or adjacent to the site.AMY- stormwater site plan template-rev.10/21/2008 9 • • • ♦ , b. Description of special requirements for working in or near environmentally sensitive areas. /VA 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils (e.g.,erodibility,settle bility, permeability,depth,texture, soil structure). Nf7v .c rt 5 P e.vi. Se C!rM 5 1A-C- . /0 C rvi-one s Z-FO eLe 5. Construction Phasing. a. Construction sequence 9 6 1 0- JA f ro o it, ) /e -, v 6i tZ7 S'h /4.-veds b. Construction phag(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. .S'. /.e p/ sZ,tno�L�, lil (J iti f/4-ctq. '/3) � i rzt* ,✓i.�y s- of • (Seri. '13) / V U ' / 7 • I I. Wet Season Construction Activities. (cot, ,13 4 -Agri/ //q) a. Proposed wet season construction activities. !U —erYz 6./ �- b. Proposed wet season construction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. a. Identi the property owner responsible for the initiation of bonds and/or other financial securities. O A •--1 r •C ,2 zu — b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. -C.4^5 cry let /` ' sro s, hi I' • 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. n , b. Diversions. 1 t/7 c. Waterways. d. Runoff/Stormwater Detention Calculations stormwaler site plan template-rev.10/21/2008 70 • • SECTION II—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan, a stormwater site plan, and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2. Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation(e.g.,tree lines, pasture areas, etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales, interceptor trenches, or ditches. b. Show all temporary and permanent drainage pipes,ditches,or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades, dimensions, and direction of flow in all ditches,swales,culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s), pond(s), pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth, length,and width dimensions. d. Provide typical section views through pond and outlet structure. e. Provide typical details of gravel cone and standpipe, and/or other filtering devices. f. Detail stabilization techniques for outlet/inlet. g. Detail control/restrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s), if applicable. j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be ex lained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants ther than sediment(e.g..concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. stormwater site plan template—rev.10/21/2008 11 • S " Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts") when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. _ /---1-4//1 ( .NDOWNER+-AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template—rev.10/2112008 12 INCLUDE WITH PERMIT *APPLICANT • Standard Conditions for Residential Development in Jefferson County 1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area.. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. NATIVE VEGETATION: Among the native conifer species which may be used in buffers or for re- vegetation include, but are not limited to: Grand Fir (Aibes grandis), Sitka Spruce (Picea sitchensis), Shore Pine (Pinus contorta), Douglas Fir (Pseudotsuga menziesii), Western Red Cedar (Thuja plicata), and Western Hemlock (Tsuga heterophylla). Among native tree species which may be used includes: Vine Maple (Acer circinatum), Big-Leaf Maple (Acer macrophyllum), Red Alder (Alnus rubra), Pacific Madrone (Arbutus menziesii), Quaking Aspen (Populus tremula), Black Cottonwood (Populus trichocarpa), Bitter Cherry (Prunus emarginata), Oregon White Oak (Quercus garryana), Cascara (Rhamnus purshiana), Pacific Willow (Salix lasiandra), and Scouler's Willow (Salix scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier alnifolia), Red Osier Dogwood (Cornus stolonifera) Salal (Gaultheria shallon), Ocean Spray (Holodiscus discolor), Indian Plum (Oemlaria cerasiformis), Pacific Ninebark (Physocarpus capitus), Red Flowering Currant (Ribes sanguineum), Wild Rose (Rosa nutkana), Swamp Rose (Rosa pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus racemosa), Snowberry (Symphoricarpos albus), Evergreen Huckleberry (Vaccinium ovatum), Red Huckleberry (Vaccinium parvifolium). 7. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 2013-03-07 SFR Std Conditions 3/7/2013 1 I 8. BMPs: The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 9. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-03-07_SFR_StdConditions 3/7/2013 2 D -I )E 3E fi 0) Cn -I -t) X -I -I co 0) -- -- 0) -o V 0) X C1 CD rF X 0) C) -5 -0 0) 0 - -0 -z -5 0 0) < 0- CD 0) O CD 3 O EC -- CD CC CD CD 70 CD rF O CD - 0 7C D -5 E -I -- CD 7C 0 0 SL (C CO - -6 CD C7 CO - -5 0- 0 0 0) 0 O C) 0 O CO O 0 N 70 O D CO co CD 0) a) N C U) D) O) O rF - 0) O C') N 7C C- C7 -. ri- 73 CO 0 O G7 O �I T O O N C D C D I-I CD -I N I- 2 3 0) 0) 7C 00 MI U) 0 -I I- Z -D co T C- CD CD O T -< I- CD -♦ - m O C7 77 Z I- M m X -I I- C CZ m C7 M 7C 7C -1 C- O m D X O v m O 0) 70 CO I- 0 O 70 7C 70 -I S (7 -< 0 0 C O D D D Z C7 0 N o) z 77 7C v - x R° CO --6 70 •• -I m O D X 7C) D -6 O M T 77 CD -< CD T I-I v 7C m r O -A T 0 0 D C/) T T 2 O 70 0- D CO I N -4 CO 2 O -< M CO M m GD -• -• CO I-I (-7 T N 3 7 01 Z O D C1 N O C7 I- 2 O CJ) O N 0 \ 0) 0 I-♦ -I E I = = = C m CD C1 C 70 N C7 0) C - O C 0) 0) C1 0) O CD CD CD N 0) O O -I -I C7 3 -o -o r v - o Z D C7 C7 C) CS D �1 C7 7- S 0- C -- D CO CO 11 0- r+ Z v 0 M -I = O CD o CO rF C1 xi X CZ I- -7 0 0 X> Cn - 0. O Z C- (O CO - CD -1-> o D o) -• •- N O C- �1 O I-I O .- -n Z o- N m EJ O C O I-I CO z1 III # 1` S BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00199 Received Date: 6/26/2013 SITE ADDRESS: 803 DISCOVERY RIDGE RD Issue Date 7/26/2013 PORT TOWNSEND, 98368 Expiration Date 7/26/2014 OWNER: JOHN W DRAKE PHONE: 503-593-9135 KELLY K KORTEKAAS 272 ELK RUN RD COTTONWOOD ID 835225246 SUBDIVISION: Block: Lot: 6 PARCEL NUMBER: 001195126 Section: 19 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: SFR AND DETACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,226 VALUATION 335,000.00 ADD'L: 1,226 HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: UNHEATED: # OF STORIES: OCCUPANCY: OTHER CONST TYPE: GARAGE: 676 SHORELINE: CONST TYPE: DECK: 1,035 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,309.75 MEB 06/25/13 142213 Exist: Exist: Plan Check $1,501.34 MEB 06/25/13 142213 Prop: 3 Prop: 3 State Building Code $4.50 MEB 06/25/13 142213 Total: 3 Total: 3 Potable Water Application $66.00 MEB 06/25/13 142213 Total: $3,881.59 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY - SEE ATTATCHED Jefferson County Building Dion Permit Null: BLD13-00199 Applicant: DRAKE BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks *90//3 Erosion Control 5/x/15 Foundation Footing 3/50/13 V fie;cr r ag e v l H a I+ed 09/13 A % Footing Drains 12413 Foundation Stem Wall / q 1013 efr �reip 1' clic3iC OY_ 71413 Underground Plumbing NA st Under Floor Framing i0-t►-- t3 Straps(hold downs) j///c03 , Ext. Shear Wall Nailing r f/�ff�/s3 Rough-in Plumbing Framing �� ���jjj!!! Blocking Airseal q , 3 S t J Insulation: Walls .a1/// PV 4 Insulation: Floors //B/i5 y Insulation: Ceiling -Y/*7{/! Int. Shear Wall Nailing 7 K let Wallboard Nailing pfl4 Gas Line: Interior Gas Line: Exterior `/Y///11/ Propane Tank 77//////i Heat/Chimney Clearance i,/r5 Mechanical Systems , /8/6 Duct Test Cert �ZAerg//y jr Blower Airtight Test 6///0 J Smoke& CO2 06' Drywell/Alt Drainage `7 �/ Address Posted 444/5 f9>f • • FINAL INSPECTION 4,405 1 9k e D FINAL INSPECTION MUST BE APPROVED PRI R TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR CONDITIONS for Building Permit# :BLD13-00199 • 1.) The site plan dated 6-25-13 submitted for the septic application was reviewed by the Department of Community Development on 7-5-13 and it was determined no geotechnical report was required. Any future permits on this site are subject to review for consistency with applicable codes and ordinances. A geotechnical report may be required for any future permits. 2.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) The site plan as submitted with the single family residence application on 6-25-13 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated 7-5-13 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) This approval is for a single family residence and detached garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 5.) planner-Colleen Zmolek 11tidnmark1datalfnrms1F RI n Ppmiit Ridn rnt 7176/7n11 • • house Roof II :::::: downspout ...,. serves up to 700 sf. Of roof _ 50' min. I _ Vegetated I _ flow path Splash block T Downspout extension NTS Splash block Figure 3.1.7 -Typical Downspout Splashblock Dispersion Vc :one III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-16