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HomeMy WebLinkAboutBLD2014-00422 al BUILDING PERMIT APPLI•ION BLD14-00422 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00422 Received Date: 11/14/2014 SITE ADDRESS: 133 HAYS ST PORT HADLOCK, 98339 OWNER: WILLIAM J SNYDER PHONE: 360-531-0891 LAURA M SNYDER 351 SENTINEL FIRS RD PORT HADLOCK WA 98339-9763 9627 SUBDIVISION: Block: Lot: PARCEL NUMBER: 962700045 Section: 12 Township: 29 N Range: 1N CONTRACTOR: TOWN & COUNTRY POST & FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2015 REPRESENTATIVE: TOWN & COUNTRY POST FRAME PHONE: (425) 743-1555 BRYAN BORCHERS (425) 742-4378 16521 HWY 99 STE C PROJECT DESCRIPTIOI NEW POLE BUILDING (edit: not gar or carport per definition) NO H EAT 4/6/15 ADDED PLUMBING TO PERMIT- SEP14-00045 TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 37,286.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: U-1 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 1,920 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Plan Check $302.25 SRE 11/14/14 151735 State Building Code $4.50 SRE 11/14/14 151735 ����®-V I� Permit $0.00 SRE 04/06/15 Permit $336.00 SRE 11/14/14 151735 APR 16 2015 Total: $642.75 Jefferson County DCD \\tidemark\data\forms\F_BLD_App_Bld.rpt 4/7/2015 0-sON (-o DEPARTMENT OF COMMUNITY DEVELOPMENT � 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 I Fax:360.379.4451 Web:wwwco.iefferson.wa.us/communitydevelopment /t. -9 . O' E-mail:dcd(hco.iefferson.wa.us Sf11 Ni-)t CERTIFICATE OF OCCUPANCY PERMIT #: BLD14-00422 APPLICANT: WILLIAM J SNYDER PHONE: 360-531-0891 LAURA M SNYDER 351 SENTINEL FIRS RD PORT HADLOCK WA 98339-9763 SITE ADDRESS: 133 HAYS ST Issue Date: 04/16/2015 PORT HADLOCK, 98339 Final Date: 4/6/2015 SUBDIVISION: 9627 - IRONDALE ACRE TRACTS Block: Lot: PARCEL NUMBER: 962700045 Section: 12 Township: 29 N Range: 1W PROJECT DESCRIPTION: NEW POLE BUILDING (edit: not gar or carport per definition) NO HEAT 41b1'15 ADDED PLUMBING TO PERMIT- SEP14-00045 THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: U-1 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes ►nd ) THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 4/6/2015 \\tidemark\data\forms\F BLD Occupancy.rpt 6/10/2015 AD • BLD14-00422 BUILDING PERMIT APPLICI (ION Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00422 Received Date: 11/14/2014 SITE ADDRESS: 133 HAYS ST PORT HADLOCK, 98339 OWNER: WILLIAM J SNYDER PHONE: 360-531-0891 LAURA M SNYDER 351 SENTINEL FIRS RD PORT HADLOCK WA 98339-9763 9627 SUBDIVISION: Block: Lot: PARCEL NUMBER: 962700045 Section: 12 Township: 29 N Range: 1V\ CONTRACTOR: TOWN &COUNTRY POST & FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2015 REPRESENTATIVE: TOWN &COUNTRY POST FRAME PHONE: (425) 743-1555 BRYAN BORCHERS (425)742-4378 16521 HWY 99 STE C PROJECT DESCRIPTION NEW POLE BUILDING (edit: not gar or carport per definition) NO HEAT 4/6/15 ADDED PLUMBING TO PERMIT- SEP14-00045 TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 37,286.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: U-1 UNHEATED: #OF STORIES: OCCUPANCY: , OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: GARAGE: 1,920 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: BEDROOMS: BATHROOMS: k,'Ion cV. '. Exist: Exist: Prop: Prop: added Se i L 1 el Total: Total: Routing Date: ` ci0 1016 Type Amount Paid By: Date: Receipt: Approved/Date Plan Check $302.25 SRE 11/14/14 151735 State Building Code $4.50 SRE 11/14/14 151735 Permit $0.00 SRE 04/06/15 Permit $336.00 SRE 11/14/14 151735 Total: $642.75 • • SON �� DEPARTMENT OF COMMUNITY DEVELOPMENT ,,o (,,,,,r,-- JG 621 Sheridan Street,Par:T m:ne::d,\\:i 98368 �Q 1 Tel:360.3-9.4430 Yas 3G 3"9 4 i — -G Web:v.-vw.co.jeffersor.. t.:.:s:coin numt.developmen: eQJ�n E-mail:dCd[co.:c:iets', :.a.us �s/1i NG SUPPLEMENTAL APPLICATION . DETERMINATION OF ADEQUATE POTABLE WATER i co Owner Name: I ti_ .aj')- Jft QY Parcel No. "(�,) -300-e14 1 (� a I Site Address: 1 )-A \-1(,t j S • 3 1 i I Water Source Existing Proposed Attach Copies of: 1) Well Logs Private well (if no log report on file,a 1 hr stabilization test may be substituted.) I 2) Lab analysis tested within 3 years of application. -Total Coliform, Nitrate-N,Chloride 2-Party Well Items above AND recorded Operations & Maintenance agreement and recorded Easement. Alternative Provide justification and design per Jefferson County System: Environmental Health policy 97-01 www.jeffersoncou ntypublichealth.org/pdf/Policy_97-01_Rainwater_Collection.pdf Valid Water Right Permit: Generally applies to springs, attach copy. Public Water: S Name of Water Provider: -Submit Water Availability Notification form completed by your water purveyor. NOTE: If any of the above utilities need to be installed and disturbance will occur in a public maintained or unmaintained County road and/or Right-of-Way easement,then a Right-of-Way application will be needed. Resolution#99-90 requires building permit applications to provide evidence of an adequate potable water supply per the conditions of RCW 19.27.097 and the Guidelines for Determining Water Availability for New Buildings. 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 making any issued permit null and void. I further agree to that all activities I intend to undertake or complete associated with this application will be performed in compliance with all applicable federal, state and county laws and regulations and I 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. Applicant may request notice of the County's intent to enter upon the property for visits related to this application and subsequent permit issuance. f / Signature: �/ _, cam,., .I�,� Print Name: t/�i(ccew - �.�/yy Date: it 7-l. FOR OFFICE USE ONLY 1) Water Right Permit# 3)Individual Well 2)Public Water Supply WS ID# Meets Water Quality Standards? Yes No In Compliance Yes No WRIA 17 Subbasin SIPZ -Coastal/Moderate/High Yes No Based upon information provided by the applicant,it appears that the potable water supply: Meets Conditionally Meets Does not Meet A r 6, 2+. ' 9 s 6.AY \:, nn i. 4 Gt Public Utility District #1 Of Jefferson County WATER AVAILABILITY NOTIFICATION Board of Co missioners Barney Bur,e, District 1 PUBLIC WATER SYSTEM Kenneth A. McMillen, District • Wayne G. King, District 3 James G. Parker, Manager To: Jefferson County Environmental Health Department From: Quimper Water System System Operator(s): Eric Storey State ID Number: 05783U Number of existing connections: 2429 (Estimated) Number of permitted connections: 3149 Number of committed connections: �0 This water system is capable of; and will supply potable water to the following location: Assessbr's Parcel ID# q Q 42- 7c00 q• 5 LegalDescription feu j 4c C.O1- Water Connection is available once all fees/charges have been paid**n Site Address: `3 1+y 6 2 I /-6-4(il Signature: Title: CS Date: THIS IS A NON-BINDING STATEMENT OF WATER AVAILABILITY. IT PROVIDES THAT AT THE TIMEOF REQUEST, WATER IS AVAILABLE WITHIN THIS SYSTEM. THIS NOTIFICATIOON IS GOOD FOR ONE YEAR 230 Chimacum Road/PA. Box 929, Port Hadlock,WA 98339 PH(360)385-5800 FX(380)3855945 0 • r ' Q 430 . p� � O m O 1 V C o a Z Su p, . ° ro a� .4 W ypmgi p !p, _ — U .o co 4J C 1\ x c < r m 'tDgED o I 1 / 4 c 3 c a afi g gmo3n EI c / s m-0$ � mm � J 2 c�qq lm t szs- c U m a ,..� m CD E Ut;!1 1 ftfliu � a as C`w Zam _ d E J ..8 ...-36 H ym L P z q —� v 0. lai� -_ ��_ o 0 !Pin ox , s 1 _ � o Qid& �� t' _Q 1 _ t■ ., t4 II gip.CL 8 ILI u. to t . . C:it • O . n as CC 7/2 .P U • 0 ..1.- +o� r C9 a1c Q 1 _ !� �q �C U' a t w W— � `mm E E m O - .z, o = . WYA -4DD, Sally Ellis From: Permits <permits @permabilt.com> W t\ ` j cum Snit er* Sent: Friday, April 24, 2015 10:58 AM `` To: Sally Ellis 1 1 S c �` . Subject: RE: Supplemental application and address application J J J --p. Fcd1cal_, L&jr Sally, I spoke to our construction supervisor about the Snyder job. We were out to dig on 3/18/15,framing on the 3/23/15 and complete on 3/27/15 and never constructed anything outside of our scope of work based off the approved plans.This is how the building looked when we were done,just a roof only building with dirt floor. If it changed from that time, it was the owner who is responsible for the changes. I have told our construction crew about these types of things so that they are aware. If you have any concerns in the future I would be happy to discuss them with you or other staff. Thanks, Steve w!' 0 Attk — 4G,' i, �, r L ." w c ; 41'} . p. , pit , k 1y„ 1 • ' ,:•1 t. 1 t _ J. Y Tr A i ;/0'1 '..�� ! f u� IL: _ , I 3 l i b/5/..r From: Sally Ellis [mailto:SEllis @co.jefferson.wa.us] ii&Lt dee: Sent: Friday, April 24, 2015 10:19 AM To: Permits Subject: RE: Supplemental application and address application /3 4.4 /9-9,2 2 /s .)vr r/r7 Nc,B ,er,, tV,G:/,',/,&...�1 ( ) From: Permits [mailto:permits@permabilt.comj /y67__4es'!(N 1.1.14/ 7eA✓o" Sent: Friday, April 24, 2015 10:16 AM To: Sally Ellis 41,41‘,0- /34 rs,,-,,a/.. ''.✓ 5 ,, Subject: Supplemental application and address application ey- •6...sl �a � 1 Sallie, I've attached the forms. I'll have a check sent to you in a few days. Steve Triplett Permit Coordinator permits@permabilt.com Celebrating our 42nd Year! 16521 Hwy 99, Ste. C Lynnwood,WA 98037 Ph:425-743-1555 Fax:425-742-4378 2 Sally Ellis From: Permits <permits @permabilt.com> Sent: Friday, April 24, 2015 10:58 AM To: Sally Ellis Subject: RE: Supplemental application and address application Sally, I spoke to our construction supervisor about the Snyder job. We were out to dig on 3/18/15, framing on the 3/23/15 and complete on 3/27/15 and never constructed anything outside of our scope of work based off the approved plans.This is how the building looked when we were done,just a roof only building with dirt floor. If it changed from that time, it was the owner who is responsible for the changes. I have told our construction crew about these types of things so that they are aware. If you have any concerns in the future I would be happy to discuss them with you or other staff. Thanks, Steve ,a 3 *.A.!=:3,-'417:,° - .. Ned$ "..'-.=---i .:::- .-�" a ;,t ; yy ^. s y - q e ..,,,.ip "s r _ 1 P s9" + From: Sally Ellis [ma ilto:SEllis @co.jefferson.wa.us] Sent: Friday, April 24, 2015 1019 AM To: Permits Subject: RE: Supplemental application and address application From: Permits [mailto:permits(a�permabilt.com] Sent: Friday, April 24, 2015 10:16 AM To: Sally Ellis Subject: Supplemental application and address application 1 Sallie, I've attached the forms. I'll have a check sent to you in a few days. Steve Triplett Permit Coordinator permits @permabilt.com Tu n§ usuic.. Celebrating our 42nd Year! 16521 Hwy 99,Ste.C Lynnwood,WA 98037 Ph:425-743-1555 Fax:425-742-4378 2 c:'-'''''' ' oL L JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Date: y (o Time Received: 49p 7 d9pm Mon. Wed. Thur. Fri. Date: (1- 7 BLD: / LIZ Z Contact Name: Owner: Contact Number: 360 Address: /,33 ,q s'-'7 206 19, -; 4!7/1� X/ Notes: /�N v Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Aki. Framing Underground Furance Footing Rough In 4 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 ¢SOry N JEFFERSON COUNTY o� DEPARTMENT OF COMMUNITY DEVELOPMENT Cl/1 IsyrNGS Date: 1) 17 Time Received: 3Q`( arr>e Mon. Tue. Thur. Fri. Date: - —(J BLD: ( cf y22„ Contact Name: Owner: Contact Number: 360 Address: 13 3 RA YS 206 Notes: 1 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 `�w�s�°2 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 4SHING,O Date: I / Time Received: %/J <Opm Mon. Tue ■ Wed. Thur. Fri. Date: 5�7 BLD: /(f_ I27, Contact Name: Owner: Contact Number: 360 S7/ o.z'// Address: /33 /473-ys .S i 206 Notes: Foundation Plumbing Framing ` Propane Tank Mechanical Setbacks Under-ground Framing \X 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 I w ''''' ro��� JEFFERSON COUNT! ` DEPARTMENT OF COMMUNITY DEVELOPMENT 'SK7�1 GS o= Date: 3/3o Time Received: II.59 am/pm Mon. Air Wed. Thur. Fri. Date: 3-3/ BLD: 14 -00421- Contact Name: Contact Number: .469 925 743 /SO Owner: Address: 133 1.14r5 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing x 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 nI„..L O. T;1, Ceiling 1 PROJE .- I,- I'per® JOB#: Ho(' -- rsE aa�� • Engineering A GL i U 6 1014 BY: e'/ 12810 NE 178TH ST STE 218 `L WOODINVILLE,WA 98072 A(42 5)481-6601 DATE: (C 031 i T 8104 ti _ Job Name: Snyder o m i Site Address: 351 Sentinel Firs Road rn a -7� r i Port Hadlock, Washington 98339 E" ci c r,4 u fig 6 v w Jurisdiction: Jefferson County -C c-2 Y: - roel 26 11 0 y ' E: Job ID: Snyder a E a to a Design Specifications: 2012 IBC = a� a. • eaG — ot sp c 0 Building Type: Post-Frame m 'Q o O ECU � a e c o m Design Wind Speed(3 see gust): 110 mph @ SD Level g FL e m Wind Exposure: B 4 w s Roof Snow Loading: 25 psf t M (5 m a Occupancy Category: I U R o C;t:— R: 1.5 Z to o. %of Snow Incl. w/Seismic: 0 % Soil Site Class: D Allowable Soil Bearing: 2000 psf Analysis Procedure: Wind: ASCE 7-10 Envelope Procedure Seismic: ASCE 7-10 Equiv. Lateral Force Procedure Spectral Response Acceleration, Ss: 121 %g Load Combinations: ASD Basic Building Design Parameters Roof DL: 3 psf Wall DL: 0 psf ' '�i� 1'iW! r ` .. JEFFERSON COUNTY DCD , 0„I I ," BUILDING PLAN REVIEW �. r r69�� ' ' APPROVED AS SUBMITTED 0a'vAi., v ; ❑ APPROVED AS NOTED 10 7 t4 ❑ REJECTED Date`2- t. ti4 _Reviewer—, , )n, . F2EVIEWED FOR 0 Ce DE COMPLIANCE (J ill v5.9.07b „� �t)l�- y 22 .. 11 rDW caw Rd (a Town y�Country' 16591 NGMeyW Rite C. wE W90 ]d161 _ yEwM(i35250 di]1•pu��•a42. .a,�a ;.5 v�11 Building Design e p•' D� Z m CaamgwW i c.mdr Rh..Ap.yq:l.° K^awL.m.bawbwA ,4",.EI1 PLEASE CHECK criThO� RoR-up doors Pt In Bays 'Wind MPH Cyd oil-up doors will not hR Truss yS Wind Exposure i__ ' RooI Loa r6 Eave Helpht Zi Snow LDS / Minimum Clearance • _ _. __. FLOOR PLAN (DENIM)" 1' lease dlalal 1 I ' • r : • i4• /. '1 ■ • F u, ' 1 . Aw 3ae75 ;P(+✓ • • I9 ✓E.42Nt>NGSY✓LL PFit'/w F7- p N f i.. i >'ilrl 4oG 1 I r.."_,..., .. . v 2-x' 194.A Y,/tAk Tina:$? . C j. i I ✓n "Ui, LL ��RE•F-.2_ ( • I l : ._... ._.. i 12, I • •■ '. V1 .. . n I I I : ...I i sue 0 U l — w I I I •(a BUILDING ELEVATION N J Customer has verified and approved the orientation of the building to the North and verifies that all a link y- // items specified in Paragraph B of the 000Ko L g.u.ubo p on this drawing and vice versa. Illllll"IIII'lllII Customer NamrlUL(fL ,���r jendq:g� Customer Signature: o a mobile-Cuatoc Copy Cmuy-OIDm Cagy 02012 Penne-Billet lndusBee FR-85 07/12 I osr.TY,- TSE Engineering Page: 3 CL •c! ei CI Zip Code=98339 ;: , „i...:4,...,0: -. ` ' . Z•Spectral Response Accelerations Ss and S1 ' I' E' i ” , Job ID: •Ss and Si =Mapped Spectral Acceleration Values ' 1 J ,. I F,:.I ! ,. ! : .. : I 1 L.L. Snyder Data are based on a 0.05 deg grid spacing 1 ill ' '∎ 1 I 1 1 2 mP� ei.$ j 3 , 1; p�e,� ,.i : - C; Period Centroid Sa '' I i 'zt'a z -: -4 (sec) (9) . f ! .' 1 'aka 1 I 0.2 1.196 (Ss) I {I 12 _ _. I !• 1.0 0.435 (Si) C3 - - ' i-' 1 ;+ , . I... GS Period Maximum Sa 1'' 1 1 OH 1 ; 1 ,; I i (see) (g) ry•1 ' ... _. . . i ' ; ' . ' 0.2 1.213 (Ss) G .4 l ' i I, . i - I: 1.0 0.439 (Si) .!-' , 1 -- i . J I 1 ' , ;CZ Period Minimum Sa ' (sec) (g) Cz. . .. 61 ,. Li e1 0.2 1.173 (Ss) n 1.0 0.424 (Si) "05T L"your (• (q /D/r SEISMIC ANALYSIS The seismic force imposed on the main force resisting system of a post-frame building is based on the seismic weight of the roof. INPUT: Building Width = 40 ft. p = 1 R. 1.5 Building Length = 48 ft. 1= 1 SEISMIC WEIGHTS: W roof = 5760 lbs. W end walls = 0 lbs. W side walls = 0 lbs. SDS= 2J3 Ss = 0.807 . Cs= SDS/(R/ I) = 0.538 SEISMIC BASE SHEAR: V= Cs W Transverse= 3098 lbs. v Longitudinal = 3098 lbs. SEISMIC DESIGN FORCES: 0 0 VT= Cs Wt p 0.7= 2168 lbs. 0.75 x VT= 1626 lbs. ill Vu= Cs WI p 0.7= 2168 lbs. 0/5 x VL= 1626 lbs. ••• Lim li 1 TSE Engineering Page: C O tx 16 ffr z 6106p A ll [05ls CANTILEVERED POST DESIGN C1 TRANSVERSE DIRECTION LONGITUDINAL DIRECTION P1 5615 lbs. P1 5615 lbs. Z1 294 lbs. Z1L 81 lbs. L 14 ft. L 14 ft. b 5.625 in. b 5.625 in. d 9.625 in. d 9.625 in. Wind 1 to b Wind 1 to d HF Grade #2 HF Grade #2 Fc 500 psi Fc 500 psi Fb 675 psi Fb 675 psi E 1.1 x 101\6 psi E 1.1 x 10^6 psi CD 1.6 CD 1.6 Ci for Fc 0.8 Ci for Fc 0.8 Ci for FB 0.8 Ci for FB 0.8 Ci for E 0.95 Ci for E 0.95 CF for FB 1.00 CF for FB 1.00 CF for E 1.00 CF for E 1.00 Ke 1.2 Ke 1.2 fc 103.7 psi fc 103.7 psi le (axial) 202 in. le (axial) 202 in. S.R. 20.9 S.R. 35.8 c 0.8 c 0.8 KCE 0.3 KCE 0.3 FeE 715 psi FeE 244 psi Fc* 640 psi Fc* 640 psi Cp 0.728 Cp 0.345 Fc' 466 psi Fc' 221 psi A 1.06 in. A 0.86 in. Moment 55357 in.lbs. Moment 18450 in.lbs. S 86.9 inA3 S 50.8 in^3 fb 637 psi fb 363 psi lu/d 17.5 lu/d 29.9 le (bending) 271 in. le (bending) 259 in. RB 9.08 RB 3.96 KbE 0.439 KbE 0.439 FbE 5569 psi FbE 29195 psi Fb* 864 psi Fb* 864 psi CL 0.991 CL 0.998 0.- Fb' 856 psi Fb' 863 psi S.I.(axial) 0.223 S.I.(axial) 0.470 U S.I.(bend.) 0.871 S.I.(bend.) 0.733 C.S.I. 0.920 C.S.I. 0.953 1 i 1 .....I TSE Engineering Page: OE' 6k6Nrtt 6,,e4 et /po,iLs CANTILEVERED POST DESIGN C2 TRANSVERSE DIRECTION LONGITUDINAL DIRECTION P1 1390 lbs. P1 1390 lbs. Z1 59 lbs. Z1L 47 lbs. L 14 ft. L 14 ft. b 5.625 in. b 5.625 in. d 5.625 in. d 5.625 in. Wind .L to b Wind t to d HF Grade #2 HF Grade #2 Fc 575 psi Fc 575 psi Fb 575 psi Fb 575 psi E 1.1 x 10^6 psi E 1.1 x 10^6 psi Co 1.6 Co 1.6 Ci for Fc 0.8 Ci for Fc 0.8 Ci for FB 0.8 Ci for FB 0.8 Ci for E 0.95 Ci for E 0.95 CF for FB 1.00 CF for FB 1.00 CF for E 1.00 CF for E 1.00 Ke 1.2 Ke 1.2 fc 43.9 psi fc 43.9 psi le (axial) 202 in. le (axial) 202 in. S.R. 35.8 S.R. 35.8 c 0.8 c 0.8 KCE 0.3 KCE 0.3 FCE 244 psi FCE 244 psi Fc* 736 psi Fc* 736 psi Cp 0.305 Cp 0.305 Fc' 224 psi Fc' 224 psi A 1.06 in. A 0.86 in. Moment 11336 in.lbs. Moment 9157 in.lbs. S 29.7 inA3 S 29.7 inA3 fb 382 psi fb 309 psi lu/d 29.9 lu/d 29.9 le (bending) 259 in. le (bending) 259 in. Re 6.78 Re 6.78 KbE 0.439 KbE 0.439 FbE 9971 psi FbE 9971 psi Fb* 736 psi Fb* 736 psi CL 0.996 CL 0.996 Fb' 733 psi Fb' 733 psi S.I.(axial) 0.196 S.I.(axial) 0.196 S.I.(bend.) 0.636 S.I.(bend.) 0.514 C.S.I. 0.674 C.S.I. 0.552 � , p . TSE Engineering Page:7 N r (x to 110 4-2,- e4t0 we' post's CANTILEVERED POST DESIGN C3 TRANSVERSE DIRECTION LONGITUDINAL DIRECTION P1 2125 lbs. P1 2125 lbs. Z1 100 lbs. Z1L 237 lbs. L 14 ft. L 14 ft. b 5.625 in. b 5.625 in. d 9.625 in. d 9.625 in. Wind _L to d Wind J. to b HF Grade #2 HF Grade #2 Fc 500 psi Fc 500 psi Fb 675 psi Fb 675 psi E 1.1 x 10^6 psi E 1.1 x 10^6 psi CD 1.6 CD 1.6 Ci for Fc 0.8 Ci for Fc 0.8 CI for FB 0.8 Ci for FB 0.8 Ci for E 0.95 Ci for E 0.95 CF for FB 1.00 CF for FB 1.00 CF for E 1.00 CF for E 1.00 Ke 1.2 Ke 1.2 fc 39.2 psi fc 39.2 psi le (axial) 202 in. le (axial) 202 in. S.R. 35.8 S.R. 20.9 c 0.8 c 0.8 KcE 0.3 KCE 0.3 FCE 244 psi FCE 715 psi Fc* 640 psi Fc* 640 psi Cp 0.345 Cp 0.728 Fc' 221 psi Fc' 466 psi A 1.06 in. A 0.86 in. Moment 19127 in.lbs. Moment 41718 in.lbs. S 50.8 inA3 S 86.9 inA3 fb 377 psi fb 480 psi lu/d 29.9 lu/d 17.5 le (bending) 259 in. le (bending) 271 in. Rs 3.96 Rs 9.08 KbE 0.439 KbE 0.439 FbE 29195 psi FbE 5569 psi Fb* 864 psi Fb* 864 psi CL 0.998 CL 0.991 a. Fb' 863 psi Fb' 856 psi S.I.(axial) 0.178 S.I.(axial) 0.084 > ti S.I.(bend.) 0.521 S.I.(bend.) 0.594 °•.J C.S.I. 0.552 C.S.I. 0.601 1i • TSE Engineering Page: /3 1_y e # ., groewwl( po51- P= 7225 lbs Foundation Design 294 lbs Z ♦ per 2012 IBC H(ft)=14 Lateral Load Design Foundation Diameter: 0.93 ft. 0.1 cu yd Foundation Depth: 5.33 ft. Constrained? Nonconstrained? YES Depth Required 5.3 ft. Soil Passive Allowable: 150 psf Gravity Load Design P= 7225 lbs Snow Load(psf) = 25 Foundation Diameter: 2 ft. Span + overhang (ft)= 43 Foundation Area: 3.1 sf Bay width(ft)= 12 Bearing Allowable(Fbry): 2000 psf Actual Bearing(fb,y)=P/A= 1438 psf v 10.10.04-5.23.05 I if 04 24/ ''Pi c- x Dep' 0 0 Me..?e... 4_� ' • TSE Engineering Page: f Growl/I eoe--« let fool w4 P= 2730 lbs Foundation Design 237 lbs Z 4, per 2012 IBC H(ft)= 14 iii iif , Lateral Load Design Foundation Diameter: 0.93 ft. 0.1 cu yd Foundation Depth: 5 ft. Constrained? Nonconstrained? YES Depth Required 4.9 ft. Soil Passive Allowable: 150 psf Gravity Load Design P= 2730 lbs Snow Load(psf) = 25 Foundation Diameter: 1.5 ft. Span + overhang (ft)= 15 Foundation Area: 1.8 sf Bay width(ft)= 13 Bearing Allowable(Fbrg): 2000 psf Actual Bearing(fbrg)=P/A= 966 psf v 10.10.04-5.23.05 U a"fi t?mEitY? x s '° ' r 40-for 0 0 ` . 4 TSE Page: 10 Engineering PURLIN INPUT: Uniform Loading Span Length w(DL) w (SL) Is L Roof (psf) 3 25 1.0 11.25 ft 0 Tributary(ft) 2 2 Cs= 1.0 Wall (psf) 0 0 Tributary(ft) 0 0 Floor (psf) 0 0 Tributary(ft) 0 0 Other(plf) 0 0 w(TL) 0 6.0 50.0 56.0 0 plf plf plf RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr(TL) M (DL) M (LL) M (TL) 34 34 281 281 315 315 95 791 886 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. Co 1.15 Timber CH 1 Dimen. Lbr. HF#2 1105 75 405 1.3 Cr 1.15 psi psi psi psi Ci 1 b d A S I 1.5 5.5 8.25 7.6 21 in. in. in^2 in A3 in.^4 fv = 53 psi Brg.Lgth.= 0.043 ft. CL= 1.000 fb= 1410 psi GL Cv = N/A R = N/A A (DL) = 0.08 in. A (LL) = 0.67 in. A (TL) = 0.75 in. RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION fv/ Fv' = 0.61 L/ .203 for LL> U180 ok fb/Fb' = 0.96 L/ 181 for TL> U120 ok USE 2x6 HF#2 @ 24" oc 0` Table 1604.3 v3.3.03 TSE Page: 1/ Engineering P1= 25 Cs= 1.0 1= 1.0 trib width= 7.5 RAKE BEAM Po— 3 si- i J. w J, .1_ .I. t t RA RB l 6 2.25 I, 2.25 1, 2.25 I 2.25 2.25 1 2.25 cantilever . L= 13.5 ft. • INPUT: w(DL) plf 31 31 31 31 31 31 31 w(LL) plf 188 188 188 188 188 188 188 w(TL) plf 218 218 218 218 218 218 218 P (DL) lbs P (LL) Ibs P (TL) lbs 0 0 0 0 0 0 RESULTS: RA(TL) = 3070 lbs. RB(TL) = 1181 lbs. VA(TL) = 1762 lbs.(max.) VB(TL) = 1181 lbs.(max.) MA(TL) = -3924 ft.lbs. MA-B(TL)= 3107 tt.lns.(max.) MB(TL) = 0 ft.lbs. A(DL)= 0.004 in. A (DL) = 0.026 in. A (DL) = A(LL)= 0.023 in. A(LL) = 0.159 in. A(LL) = A(TL) = 0.027 in. A(TL) = 0.185 in. A(TL) = BEAM PROPERTIES: MATERIAL Fb Fv Fc(Derm) E x 10^6 _ _ Manuf.Lbr. Timber Dimen. Lbr. HF#2 850 150 405 1.3 psi psi psi psi b d A S I Bro.Loth. Co 1.15 3 11.25 33.75 63.3 356.0 0.15 Cii 1 in. in. in.^2 in.^3 in.^4 ft. Cr 1 Ci 1 STRESSES: fv = 69 psi fv = 43 psi fb= -744 psi fb= 589 psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv/Fv' = 0.40 fv/Fv' = 0.25 fb/Fb' = 0.76 fb/ Fb'= 0.60 RATIOS OF SPAN TO DEFLECTION: EL L/ 3125 for LL L/ 1017 for LL L/ 2688 for TL L/ 875 for TL USE (2)-2x12 HF#2 C) v3.3.03 1 - - Page 13 of 13 rlo-b - - -- Truss ;Truss Type Ot Ply PERMITTING/ STANDARD LOAD/ 12'O.C. 1 BB310113 T&C NO OEh 0' A IOEUgene,OR TSE - '1 Y y _ T�Job Reference(optional) __J The Truss Co1Tri-Coun Truss.Sumner,Burlington,Pasco,WI 7.430 s Jul 25 2013 MITek Industries,Inc. Thu Oct 31 14:41:172013 Page 1 ID:iNtt5wZxghjyPSTyDW crLTyVuEE-Rhq_NMt8zx8Zi6fljtGhisJg5mhZeNY_Armfk4yNgy0 7-6-8 1394 20-0-0 26.2.12 32.5-8 40-0-0 I 7-68 6-2-12 I 6.2-12 6-2-12 6-2-12 ! 7-6.8 Scale=1:69.9 6x6= 4.00 12 5 rj 4x4% 4x4 a 5x8% 154 6 16 5x8 7 3x4 J `S �' 3x4-5,- cf 2 8 N. -.11h \ 1 9 Bi _ I 1 1 Ill : B1 f 6x8 MT18HS= 14 13 12 11 10 6x8 MT18HS= 6x8 MT18HS= 4x8= 4x4= 4x4= 6x8 MT18HS= 10-7-14 20-0-0 29-4-2 40-0-0 I I 10-7-14 I 9-4-2 I 9-4-2 10-7-14 i Plate Offsets(X,Y):11:0-4-10,Edgel.[9:0-4-10.Edge] LOADING(psf) SPACING 6-0-0 CSI DEFL in (loc) tidefi Vd PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.60 12-14 >793 240 MT20 220/195 (Roof Snow=25.0) Lumber Increase 1.15 BC 0.84 Vert(TL) -0.82 12-14 >579 180 MT18HS 220/195 TCDL 5.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.26 9 n/a n/a BCLL BCDL 10 Code IBC2012/TPI2007 (Matrix) Weight:229 lb FT=10% LUMBER BRACING TOP CHORD 2x6 DF 2400F 2.0E'Except' TOP CHORD 2-0-0 oc purlins(2-2-14 max.). T2:2x6 OF SS BOT CHORD 5-7-0 oc bracing:1-9 BOT CHORD 2x6 DF 2400F 2.0E*Except WEBS 1 Row at midpt 4-12,6-12 B2:2x6 DF SS WEBS 2x4 OF Stud CONTINUOUS IF ACTUAL SPACING OF TRUSS IS 2x6 BLOCKING 2-TRUSSES SPACED 12'-0'oe(1-TRUSS REACTIONS (lb/size) 1=3677/05-8 (min.0-3-11),9=3677/0-5-8 (min.0-3-11) EACH SIDE OF 6x POST).THE SPACING Max Horz1=176(LC 9) OF TIE BOTTOM CHORD LATERAL 104 NAIL Max Uplift/=-1259(LC 10).9=-1259(LC 10) BRACING MAY BE INCREASED TO 12'-0' (TYPICAL) os PROVIDED CONTINUOUS 256 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BLOCKING IS USED ALONG THE FULL '_ TOP CHORD I.2=-951313242.23=4339/2928,3-15=-8143/2943,4-15=-797012946.45=-597612211,54=-5976/2211, LENGTH OF THE BOTTOM CHORD PER _ 6-16=-7970/2947.7-16=4143/2943,7-8=-8339/2928,8-9=-9513/3242 SECTION A-A. CONNECT BLOCKING 'ry,�' BOT CHORD 1-14=-2943/8800,13-14=-227217176.12-13=-2272/7 176,11-12=-2272/7176,10-11=-2272/7176, ALO x B SPACED D oc ALONNG G E EACH H BOOTS TTOM CHORD WEB I 9-10=-2943/8800 BRACING MAY BE ELIMINATED IF 2% TRUSS WEBS 2-14=-1322/582,4-14=-36311001,4-12=-2560/844,5-12=-990/2594.6-12=-2560/844,6-10=363/1001, BLOCKING IS APPLIED SAME AS FOR DOT CHORD 8-10=-1322/582 BOTTOM CHORD. SECTION NOTES A-A 1)Wind:ASCE 7-10;Vult=110mph(3-second gust)Vasd=87m ph;TCDL=3.Opsf:BCDL=0.6psf;h=25R;B=45ft;L=40ft;eave=5ft;Cat.II;Exp B;partially;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(fat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 5)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord deed load. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1259 lb uplift at Joint 1 and 1259 lb uplift at joint 9. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard err 11 A,S J�f � 0 # ye 19969 4. °ISTS r ACi �� ° ' Toro. Digitally signed by:Terry L.Well,P.E. R !WARNING!-VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS TRUSS DRAWING NOTES BEFORE USE. - Design valid br use with Mitek connectors.This design is based only upon parameters shown, and is fix an individual building component to be l ---./•"',� 1 installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer. `J �Ii 7 '. .. Bracing shown is.for Feral support of individual.web members only. Additional temporary bracing to insure stability during construction is the LJ�, ff!„11 t' responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance ` °,w regarding fabrication, quality control, storage delivery erection and bracing consult ANSVTPI 1 Quality Q'haia,DSB-99 and BCSI 1 Building FRI-CO`-N Ty TRLI S Component Safety Intonation available from Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719 40'-0" 142-0" 12'-0" 14'-0" r OPEN 4D OPEN TN OPEN _ -, W °GI p mTN 0 j OZx 0X 0 �� ° .. a f o D0 I Z1 a' 2 -0 z Pm cnm ", m�N z °_ N �Am v I N' _ __ _____ __ TRUSS TRUSS o ai y -o rn x 0 a or V)oo v CI 4 z A >2m Z N W 0 �rN O O m N g - TRUSS 5 — =- ----- _ - •-' CO TRUS S — II – Z 1 0 i O 13 v m .a�• Z z o iD• -T-—-—-—- - -— - - - - -i - TRUSS 4110 ,, -___ __ _____ _- -_ _- _ . 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Qualuy Our Future Depmd.rOnfr'� Iwimabllicom Iocobookoontponpablll ---. I� Job Name a/wll r--1< Job Silo Address 44,(7 r u,e... � �'// Lr .f (i(j )r,_ 6, Legal Descrlphon -- c Tax Accountti /S/'L d S (, � 'i ` 'f / L-l• A3- -'?J [06'5 .) :Z l A d: C Cllr i1 {� `ToLcVCLAI�aD • do K(1)4-6 c 1 I 61 ie, 5.-i' �* ter •-1 +w Fri-- lzb ff 4v," ' "O .-, ' 4 4 S 4 t Ley eJfzi. o R. s, i , &R1 GT.P "4.1 ©t h /c 2N 6 i{'t,f','2.r Jf( try I 1 L, 1) c, '' Q 12 N - tg G e 67_ s e.- 1,c/ v C\a N . • 2��c) c.ISL & _ �1 Pc C-�L c-t3 4 i\:i- d r APPROVED QI 1. , SITE PLAN ° APR 1 6 2015 .� ,Q�� �k� �.0 JEFFERSON COUNTY ��� Dfrisl.tr DEPT.OF C UNITY EVELOPMENT �z SIGNATURE:l l�:,s &f -L'- APPROVED ref\ \\ ,,, _..,,v, ,, SITE PLAN .,„ C'I'ERSON COU ''Y m .OF'CO UNITY D V • 4'MENT . ATURE: ._r.._. i . C 1 J . . \ • \ _ r ■ ' A .., \ t gb 1.,. trif::fr 1j `` 1 .. 3-- i 9 � 1, ,'rl ■ s 1� I)I I III 1,1 r 11 'il '';'7i', , [,1 i J s, e s ,. s- 0t' ir; v r+ h"�I'f per. I PR'°e"`4\/.1 <j:1 4'. ' )k L."D \4 00Lk2 Z- Sr\ de_r" ... 7 NOT SION INCOMPLETE SITE PLANI .stomer has vorilied and approved the location of tho buyding orientation of the building to the North and venhes that all Grid White Customer Copy Plain White Office Copy gees ern ahow',on this dreWy In the.correFt'aC`ati �s- , - )STOMER SIGNATUFIE/ ../�'�r�/ m / ,Fan 6 4 1 1 ' r ■ Town AM Country_ STAT E M E N T POST FRAME BUILDINGS '�OF PERMA ILT Quality:Our Future Depends On It.' TO: PLEASE REMIT TO WILLIAM SNYDER Perma Bilt Industries, Inc. 351 Sentinel Firs Road 16521 Hwy. 99, Suite C ig Find us on Port Hadlock, WA 98339 Lynnwood, WA 98037 Facebook Phone: (800) 824-952 (www.facebook.com/Permabittt Fax: (425) 742-4378 www.permabilt.com Statement of Account as of 1-12-2015 Customer Number: 24065 Invoice Description Date Charges Credits 5410 Pay Deposit 09-23-2014 1,000.00- 20053 Inv Purchase Price 01-12-2015 23,457.89 20054 Inv Permits Jefferson Cnty 01-12-2015 1,553.75 Statement Totals 25,011.64* 1,000.00-* Jo-r\..s_o. . �t &tS. PERMIT COST 1 , 55 3. " s� �ltC )1 AMOUNT OF 7/2 PAYMENT I 1 , TOTAL AMOUNT DUE IL;1 - '7 cv III 24,011.64 GRAND TOTAL el 6735 Majorie C. Geisert Trust, 2745 East Sequim Bay Road, ca' SHED: 10r new heat pump installation, $6,495. with ele. plumbing Floyd and Dona Brock, Jr., 10 Jersey Lane, heat pump laundry sponsible replacement, $8,870. s2500/ob tact Willie' Loise C. Boswell, 42 W. Anderson Road, heat pump 0802. replacement, $12,532. 7035 Port Angeles DOG: 7 me Chihuahua., Richard and Sarah D. Reed, 1508 W. Seventh St., install (360)5. ductless heat pump, $3,799. Dog and p ing.Basic t and puppy Jeffrey A. and Margaret M. Morfitt, 309 S. Vine St., re- Januarys. more into ' place water service meter to house, $5 000. registration' > > New Leash Sequim (3ISH ENGLISH Puppies. Olympic View Properties, Inc., 179 W. Washington St. House raise g family, vane tenant improvement for restaurant, $124,525. gang tams swr s. Call, big cute Cedar Ridge Properties, LLC, 441 Lofgrin Road, new 360.562.1584 single family residence with attached garage and porch/ deck, $241 ,968.02. Sound Community Bank, 645 W. Washington St., tenant j improvement to existing bank, $38,000. GOLDEN HI puppies,pure Olympic View Properties, LLC, 128 W. Bell St., install Li litter,male` At- health 3-ft by 8-ft. flush-mounted sign Via Vita Chiropractic & o't H. Fant, Wellness, $374. perament. All deworm.Gm* ion. (360)640 Glover Living Trust, 803 S. Third Ave., installation of info. pdn five single-zone ductless heat pump systems, $17,145. PuppieWEmpo excellent temper' Jefferson Co a - pedigree, larg, , heads.Family rt our home,paren. illiam J. Snyder, Hays • ., new pole building, no eat, .and ge tle. 2' 4 no plumbing, $37,286. ;704 T- • •m . as gars , 251 Harrington Road, demo of single- Supplies HAY: Local, no- family home, not to be replaced, $0 valuation. barn stored. ba (360)775-429£ Stanley E. Kropf, 171 Hemlock Dr., new carport, 30 x 22 ft., unheated, no plumbing, $13,000. 9820 MOtorhof. Tony Dunn, 523 Whispering Cedar Lane, demo permit Pe s r wa E ei-. 20',class B, Ford F for unpermitted single family home and a carport to re- Chassis, with Triton engine,91,900 miles, solve Complaint No. COM04-00081 , $0 valuation, kitchen,,toilet, gsyst awning, sat. cyst new tires, well ma tained,and ready for Port Townsend road.$30,000. (360)385-7800 Allen and Alice Fox, 4114 Wilson St., re-roof 75 % of Mouthw ndM Hecet shampooed upholst roof, $0 valuation. and carpet,79k mile: orig. eng., 454 Kenton and Ann Owsley, St.,4404 Grant St. new single Block,comes with gt runs well, new bat and fridge! $2500 r family residence with attached. garage, $210,000. ing.(360)775-7125 SA nrn ou n uc. Standard Conditions for Resident!"Development in Jefferson County 41 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 autos X01 ite 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. 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. 7. 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. 8. 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 2013-03-07 SFR_StdCondition5 3/7/2013 1 Fisheries Service can levy pAies. Portions of Jefferson County, inclig marine waters, are included as "critical habitat"for a listed pecies. 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. 2013-09-06_SFR_StdConditians 9/6/2013 2 0 Desigtl Criteria for Splashblocks A typical downspout splashblock is shown in Figure 3.1.7. In general, if the ground is sloped away from the foundation and there is adequate vegetation and area for effective dispersion,splashblocks will adequately disperse storm runoff.If the ground is fairly level,if the structure includes a basement,or if foundation drains are proposed, splashblocks with downspout extensions may be a better choice because the discharge point is maved_awa_y from the foundation.Downspout extensions can include piping to a splashblock/discharge point a considerable distance from the downspout, as long as the runoff can travel through a well-vegetated area as described below. The following apply to the use of splashblocks: 1. Maintain a vegetated flowpath of at least 50 feet between the discharge point and any property line,structure,slope steeper than 15%, stream, wetland,lake,or other impervious surface_ Sensitive area buffers may count toward flowpath lengths. 2. A maximum of 700 square feet of roof area may drain to each splashblock. 3. For purposes of maintaining adequate separation of flows discharged from adjacent dispersion devices,the vegetated flowpath segment for the splashblock must not overlap with other flowpath segments, except those associated with sheet flow from a non-native pervious surface. 4. Place a splashblock or a pad of crushed rock(2 feet wide by 3 feet long by 6 inches deep) at each downspout discharge point. 5. No erosion or flooding of downstream properties may result. 6. Have a geotechnical engineer or a licensed geologist,hydrogeologist, or engineering geologist evaluate runoff discharged towards landslide hazard areas. Do not place Splashblocks on or above slopes greater than 15%or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist,or engineering geologist, and approval by the Local Plan Approval Authority. 7. For sites with septic systems,the discharge point must be downslope of the primary and reserve drainfield areas. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions(soil permeability, distance between systems;etc) indicate that this is unnecessary. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-15 • housS Roof �i ." downspout .. serves up to 'll' 700 sf. Of roof 1`"" 5;E' i l "kiiiiiiiiiiiiit l 1 50'min. 1.. Vegetated ; 'r flow path 111111-...__1 Splash €i €i€ '1 block ....:; I It — " I a n * Downspout extension NTS rF Splash / block Figure 3.1.7-Typical Downspout Splashblock Dispersion Vc Mme III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-16 • • 2.5 Minimum Requirements This section describes the minimum requirements for stormwater management at development and redevelopuient sites. Section 2.4 should be consulted to determine which requirements apply to any given project. Figures 2.4.1 and 2.4.2 should be consulted to determine whether the minimum requirements apply to new surfaces,replaced surfaces,or new and replaced surfaces.Volumes II through V of this manual present Best Management Practices(BMPs)for use in rrieetn.gthe Minimum Requirements. Throughout this chapter,requirements are written in bold and supplemental guidelines that serve as advice and other materials are not in bold. 2.5.1 Minimum Requirement#1: Preparation of Stormwater Site Plans All projects meeting the thresholds in Section 2.4 shall prepare a Stormwater Site Plan for local government review.Stormwater Site Plans shall use site-appropriate development principles, as required and encouraged by local development codes,to retain native vegetation and minimize impervious surfaces to the extent feasible. Stormwater Site Plans shall be prepared in accordance with Chapter 3 of this volume. Objective The 2,000 square feet threshold for hard surfaces and 7,000 square foot threshold for land disturbance are chosen to capture most single family home construction and their equivalent Note that the scope of the stormwater site plan only covers compliance with Minimum Requirements #2 through#5 if the thresholds of 5,000 square feet of hard surface or • conversion of% acre of vegetation to lawn or landscape, or conversion of 2.5 acres of vegetation to pasture are not exceeded. Supplemental guidelines Projects proposed by departments and agencies within the local government with jurisdiction must comply with this requirement. The local government shall determine the process for ensuring proper project review,inspection, and compliance by its own departments and agencies. Volume 1—Minimum Technical Requirements—August 2012 2-16 • • • 2.5.2 Minimum Requirement#2: Construction Stormwater Pollution Prevention (SWPP) Thresholds All new development and redevelopment projects are responsible for preventing erosion and discharge of sediment and other pollutants into receiving waters. Projects which result in 2,000 square feet or more of new plus replaced hard surface area, or which disturb 7,000 square feet or more of land must prepare a Construction SWPP Plan (SWPPP) as part of the Stormwater Site Plan (see Section 2.5.1). Projects that result in less than 2,000 square feet of new plus replaced hard surface area,or disturb less than 7,000 square feet of land are not required to prepare a Construction SWPPP,but must consider all of the 13 Elements of Construction Stormwater Pollution Prevention and develop controls for all elements that pertain to the project site. General Requirements The SWPPP shall include a narrative and drawings.All$MPs shall be clearly referenced in the narrative and marked on the drawings. The SWPPP narrative shall include documentation to explain and justify the pollution prevention decisions made for the project. Each of the 13 elements must be considered and included in the Construction SWPPP unless site conditions render the element unnecessary and the exemption from that element is clearly justified in the narrative of the SWPPP. Clearing and grading activities for developments shall be permitted only if conducted pursuant to an approved site development plan (e.g., subdivision approval)that establishes permitted areas of clearing, grading, cutting, and filling.These permitted clearing and grading areas and any other areas required to preserve critical or sensitive areas,buffers,native growth protection easements, or tree retention areas shall be delineated on the site plans and the development site. The SWPPP shall be implemented beginning with initial land disturbance and until final stabilization. Sediment and Erosion control BMPs shall be consistent with the BMPs contained in chapters 3 and 4 of Volume fl. Seasonal Work Limitations -From October 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown to the satisfaction of the local permitting authority that silt-laden runoff will be prevented from leaving the site through a combination of the following: 1. Site conditions including existing vegetative coverage,slope,soil type and proximity to receiving waters. Volume I—Minimum Technical Requirements—August 2012 2-17 • • 2. Limitations on activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. 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 one hundred percent infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. Project Requirements - Construction SWPPP Elements Element 1: Preserve Vegetation/Mark Clearing Limits • Before beginning land disturbing activities,including clearing and grading,clearly mark all clearing limits,sensitive areas and their buffers, and trees that are to be preserved within the construction area. . Retain the duff layer,native top soil, and natural vegetation in an undisturbed state to the maximum degree practicable. 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 of sediment onto public roads. • Locate wheel wash or tire baths on site,if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. . If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day,or more frequently as necessary (for example, during wet weather).Remove sediment from roads by shoveling,sweeping, or pick up and transport the sediment to a controlled sediment disposal area. . Conduct street washing only after sediment is removed in accordance with the above bullet. Volume 1—Minimum Technical Requirements—August 2012 248 • • - . . . Control street wash wastewater by pumping back on-site, or otherwise prevent it from discharging into systems tributary to waters of the State. 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. . Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading.Assure that detention facilities function properly before constructing site improvements (e.g.impervious surfaces). . If 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. . 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. . Minimize sediment discharges from the site.The design, installation and maintenance of erosion and sediment controls must address factors such as the amount,frequency,intensity and duration of precipitation,the nature of resulting stormwater runoff,and soil characteristics,including the range of soil particle sizes expected to be present on the site. • Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility.Runoff from fully stabilized areas may be discharged without a sediment removal BMP,but must meet the flow control performance standard in Element#3, bullet#I. • Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. . Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. Volume 1—Minimum Technical Requirements—August 2012 2-19 • • Element 5: Stabilize Soils . Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion.Applicable BMPs include,but are not limited to: temporary and permanent seeding,sodding,mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base early on areas to be paved, and dust control. • Control stornawafer volume and velocity within the site to minimize soil erosion. • Control stormwater discharges,including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. • Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion: • During the dry season (May 1 -Sept.30): 7 days • During the wet season (October 1 -April 30): 2 days • Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. • Stabilize soil stockpiles from erosion,protected with sediment trapping measures, and where possible,be located away from storm drain inlets,waterways and drainage channels. • Minimize the amount of soil exposed during construction activity. • Minimize the disturbance of steep slopes. • Minimize soil compaction and, unless infeasible,preserve topsoil. 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 (for example,track walking). • Divert off-site stormwater(run-on) or ground water away from slopes and disturbed areas with interceptor dikes,pipes and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. • At the top of slopes, collect drainage in pipe slope drains or protected channels to prevent erosion. . Temporary pipe slope drains must handle the peak 10-minute velocity of flow from a Type 1A, 10-year,24-hour frequency Vohime 1-Minimum Technical Requirements-August 2012 2-20 • • storm for the developed condition. Alternatively, the I0-year and 1-hour flow rate predicted by an approved continuous runoff model,increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits.For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition,whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWgM) to predict flows,bare soil areas should be modeled as "landscaped" area. • Place excavated material on the uphill side of trenches,consistent with safety and space considerations. • Place check dams at regular intervals within constructed channels that are cut down a slope. Element 7: Protect Drain Inlets • Protect all storm drain inlets made operable during construction so that stormwater runoff shall not enter the conveyance system without first being filtered or treated to remove sediment. • Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). Element 8: Stabilize Channels and Outlets • Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: Channels must handle the peak 10-minute velocity of flow from a Type 1A, 10-year,24-hour frequency storm for the developed condition.Alternatively,the 10-year, 1-hour flow rate indicated by an approved continuous runoff model, increased by a factor of 1.6,may be used.The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates.If using the Western Washington Hydrology Model (WWHM) to predict flows, bare soil areas should be modeled as "landscaped area. • Provide stabilization,including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes and downstream reaches at the outlets of all conveyance systems. Volume I—Minimum Technical Requirements—August 2012 2-21 • • Element 9: Control Pollutants Design,install, implement and maintain effective pollution prevention measures to minimize the discharge of pollutants. . Handle and dispose of all pollutants,including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. . Provide cover, containment,and pratectio.n 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 take within the containment structure.Double-walled tanks do not require additional secondary containment. . Conduct maintenance,fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. . Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland application, or to the sanitary sewer,with local sewer district approval. . Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers'label requirements for application rates and procedures. . Use BMPs to prevent contamination of stormwater runoff by pH modifying sources.The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust, fly ash,new concrete washing and curing waters,waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults,concrete pumping and mixer washout waters. . Adjust the pH of stormwater if necessary to prevent violations of water quality standards. . Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only.Do not wash out concrete trucks onto the ground, or into storm drains, open ditches,streets, or streams.Do not dump excess concrete on-site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Volume 1-Minimum Technical Requirements-Augrst 2012 2-22 • • • Obtain written-approval from Ecology before using chemical treatment other than CO2 or dry ice to adjust pH. Element 10: Control De-Watering • Discharge foundation,vault, and trench de-watering water, which has similar characteristics to stormwater runoff at the site,into a controlled conveyance system before discharge to a sediment trap or sediment pond. • Discharge clean,non-turbid de-watering water, such as well-point ground water,to systems tributary to, or directly into surface waters of the State, as specified in Element#8,provided the de- watering flow does not cause erosion or flooding of receiving waters.Do not route clean dewatering water through stormwater sediment ponds.Note that"surface waters of the State"may exist on a construction site as well as off site; for example, a creek running through a site. . Handle highly turbid or otherwise 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. Element 11: Maintain BMPs • Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. • Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. Volume I—Minimum Technical Requirements—August 2012 2-23 • • Element 12: Manage The Project . Phase development projects to the maximum degree practicable and take into account seasonal work limitations_ • Inspection and monitoring—Inspect,maintain and repair all BMPs as needed to assure continued performance of their intended function.Projects regulated under the Construction Stormwater General Permit must conduct site inspections and monitoring in accordance with Special Condition S4 of the Construction Stormwater General Permit. . Maintaining an updated construction SWPPP—Maintain, update, and implement the SWPPP. • projects that disturb one or more acres must have site inspections conducted by a Certified Erosion and Sediment Control Lead (CESCL).Project sites disturbing less than one acre may have a CESCL or a person without CESCL certification conduct inspections.By the initiation of construction,the SWPPP must identify the CESCL or inspector,who must be present on-site or on-call at all times. . The CESCL or inspector(project sites less than one acre)must have the skills to assess the: . Site conditions and construction activities that could impact the quality of stormwater. . Effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. . The CESCL or inspector must examine stormwater visually for the presence of suspended sediment,turbidity,discoloration, and oil sheen. They must evaluate the effectiveness of BMPs and determine if it is necessary to install,maintain,or repair BMPs to improve the quality of stormwater discharges. Based on the results of the inspection, construction site operators must correct the problems identified by: . Reviewing the SWPPP for compliance with the 13 construction SWPPP elements and making appropriate revisions within 7 days of the inspection. . Immediately beginning the process of fully implementing and maintaining appropriate source control and/or treatment BMPs as soon as possible, addressing the problems not later than within 10 days of the inspection. If installation of necessary treatment BMPs is not feasible within 10 days,the construction site operator may request an extension within the initial 10-day response period. Volume I—Minimum Technical Requirements—August 2012 2-24 • . Documenting BMP implementation and maintenance in the site log book (sites larger than 1 acre). • The CESCL or inspector must inspect all areas disturbed by construction activities, all BMPs, and all stormwater discharge points at least once every calendar week and within 24 hours of any discharge from the site. (For purposes of this condition,individual discharge events that last more than one day do not require daily inspections. For example, if a stormwater pond discharges continuously over the course of a week, only one inspection is required that week.)The CESCL or inspector may reduce the inspection frequency for temporary stabilized,inactive sites to once every calendar month. Element 13: Protect Low Impact Development BMPs • Protect all Bioretention and Rain Garden BMPs from sedimentation through installation and maintenance of erosion and sediment control BMPs on portions of the site that drain into the Bioretention and/or Rain Garden BMPs. Restore the BMPs to their fully functioning condition if they accumulate sediment during construction_Restoring the BMP must include removal of sediment and any sediment-laden Bioretention/rain garden soils, and replacing the removed soils with soils meeting the design specification. • Prevent compacting Bioretention and rain garden BMPs by excluding construction equipment and foot traffic.Protect completed lawn and landscaped areas from compaction due to construction equipment. • Control erosion and avoid introducing sediment from surrounding Iand uses onto permeable pavements.Do not allow muddy construction equipment on the base material or pavement.Do not allow sediment-laden runoff onto permeable pavements or base materials. • Pavement fouled with sediments or no longer passing an initial infiltration test must be cleaned using procedures in accordance with this manual or the manufacturer's procedures. • Keep all heavy equipment off existing soils under LID facilities that have been excavated to final grade to retain the infiltration rate of the soils. Volume 1—Minimum Technical Requirements—August 2012 2-25 • igc .E [ivE 4�¢5 orr o °6,�,�, JEFFERSON COUNTY i 11 DEC 1 5 2014 ■ ti 4 DEPARTMENT OF COMMUNITY DEVELOPMENT _1- 621 Sheridan Street • Port Townsend • Washington 98368 ! l �.COMf,^:UNITY prvEt.oPMENT fp 360/379-4450 • 360/379-4451 Fax SING http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE IMLA# PROJECT/APPLICANT NAME: St)y --%\I2_ ViA11( 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. • 's • ' QxAti trt t ��' A ' • • _ Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. nM r r r4\ Lce, 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. oA ;5 �r�RCS �i ►C 4. Describe the existing soils. Indicate soil type on the site map. 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 applicable,and indicate acreage of each. 6. Describe any excess levels of noise generated by the proposed use or activity: tgat:. • (,,,,`k • • ,s• . . . •is in �. . stormwater site plan template.00c—rev.41262014 5 • • .=s 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. 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.). r . II' 6+► / con- Permanent Stormwater Control Plan 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. SVI-musp,Ver w)11 is)z- c 's ,S k , s_f1a l4r it-sj t--o\-i 5 pw t aA3Lr._ 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed 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.) 11. Describe the performance goals and standards applicable to the project. 12. Describe the flow control system. slo,rnv,eter site plan template.doc-rev.4/2a12014 5 • • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) The Construction SVVPPP 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. aeon NlNN‘kSwA l 64, MC∎Tka, *CAVA iri vEc1 X14 \cut, 1e,55 jaw, `loab `t\ s v bt \NAN d> a0ot44 j ) �tLe y n ■ae., acattk. 2. Establish Construction Access. uo .1-C . • .Z.L- • Ce . 0-je 3. Control Flow Rates. 14tmgt Slate 0 n Qrryt d 4. Install Sediment Controls. t'! ■ ' v S\o'M, o ' g 5. Stabilize Soils. SoI)S G\-,(2A1 t,-)o(-upA £rtn� t� t,Je -kC,LAIN Vi •rz• S (gAi(t(p\ • ' .. . .� C..r- , _ �!' •,. • • .►LA" - •f"1��7(`t' . Z T 6. Protect Slopes. o dopes � ter 5;10POS f ... 0,1( 7. Protect Drain Inlets. r- /Jt3 c e. v .(DrASi nS On [7E 4?�� �CS) '� l'Y FJ DEC 1 5 20141 , 1;OiiNTY . _!'7 CI:COMMUNITY DEVELOPMENT siormvreter site plan template.doc-rev.4292014 a • • • 13. De t}1 sc'ribe the water quality system. / /� 14. Describe the conveyance system analysis and design. i 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. VA i 1 -- 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform/Building Code. IY 17. Describe the proposed surfacing material. 'ems •'. . ' `j] • Q.X154e. •-TL. .. A 1^ ► Y.,.' ►, s . . 18. • Describe methods for restoration of the site. AI l> - 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. • 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 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. • Ai 1A-- stomnvater site plan lernpla'.e.dee-rev.4282014 7 • • 12 Required Elements-Construction SWPPP(continued) 8. Stabilize Channels and Outlets. COf) k I dwi Z .i.. Jc. t•. _ a st sI� C--o "' 9. Control Pollutants. • CAA Lilt Div Cr f� ` °e �I. ♦ Co/1 - 1 r. 00 • :+• fl SeGi�na� XLk"l�as_s a i.dar C-cover- c?n-.1! C611 C , ., 0053 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). ► a , . 1•� . .. 11. aintain Best Management Practices(BMPs). s Ise, in At:ia..: Oily E . L1\ in 7iG dovy5 c+c'\ i se Arcs 12. Manage the Project. A A 11 j G1r1a - . • 1A__r 2. Adjacent Areas. a Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas,roads). b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). O c) w i- c,4iWn yip tis of std e 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. r l' DEC 1 5 211 n�11 L,,Ctly: 1)1.1':a1Y CU'aiiiNgY DEVELOPMENT stormwater site plan:emplate.doc-rev.4Q0f2014 • • 3 , b. Description of special requirements for working in or near environmentally sensitive areas. N174- 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,settleability,permeability,depth,texture,soil structure). fr/, 5. Construction Phasing. a. Construction sequence b. Construction phasing (if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed > ..�\ co..nstruction schedule. . .. TU ••• _. 01.di. • i F() M" `S;Lr Grnt Ye `y II. Wet Season Construction Activities. a. Proposed wet season construction activities. b. Proposed wet season constryc/tiion activities for environmentally sensitive areas. I2,- 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. kr)Ilki b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,,if applicable. a. Sediment Ponds/Traps. ,+ b. Diversions. r ) c. Waterways. V ll/ d. Runoff/Stormwater Detention Calculations • siormwater sile plan'emplate.ya-_-rev 426/2014 t0 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. it �' �� LS C V 1 a. Vicinity Map V b. Jefferson County Approval Block :_ c. Erosion and Sediment Control Notes DEC 1 5 21114 I 2. Site Plan. jl J) a. Legal description of subject property. b. North arrow. t F tI \ITY L 4 l OoMFNT 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 explained 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 other 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. slam-meter site plan template roc-rev.4/282014 'i 1 • • 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-buills")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. (LANDOWNE R D REPRESENTATIVE SIGNATURE) (DA'E �I/� THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater ere plan Iamplate doe-rev.4282014 12 • • 7/31/03 DEPARTMENT OF COMMUNITY DEVELOPMENT ADMINISTRATIVE WATER CONSERVATION MEASURES LIST To Promote Aquifer Recharge and Prevent Seawater Intrusion 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from storm water and roof catchments may be used for watering lawns and gardens. Unless catchments water has been treated to meet drinking water standards,there shall be no cross connections allowed between the potable supply and-impounded water. 3. Ground water withdrawn from each property should not exceed a rate of three (3) gallons per minute. 4. Install water-conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 5. Landscaping should include xeriscaping and native vegetation with minimal amounts of irrigation. 6. Use drip irrigation, soaker hose systems and root irrigation. 7. Use water basin techniques to water plants, shrubs and trees. 8. Routinely water deeply and less frequently. 9. Weed control is an important part of water conservation. 10. For your landscaping select drought tolerant plants, shrubs and trees stay away from heavy water consumers. 11. Limit the amount of irrigated lawn. 12. Mulch your garden as well as isolated plants, trees and shrubs. 13.Use shade and windbreaks to assist in water conservation. 14. Use low flow water closets, showerheads and water conserving dish and clothes washers. 15. Use rainwater catchment systems that corral rainwater from manmade surfaces and into storage. 16. Install water-conserving devices such as low-volume toilets and plumbing fixtures. 17. Only 400 gallons per day or less should be pumped from all exempt wells in Seawater Intrusion Protection Zones (SIPZ). 18. Water softeners that contribute salt to groundwater through infiltration should not be used in SIPZ. 19. Hose bibs (outdoor spigots)for outdoor water use should not be used in SIPZ. [end] PLEASE NOT .ELETIONS MADE AT T ADDITIONS / TIME USE CURRENT LIST. DELETIONS � � LLB (IL ' S 6`f OCT 2 7 014 586996 PGS : 3 COV 10/23/2014 01:25 PM $74.00 LAURA SNYDER Jefferson County WA Auditor's Office - Donna Eldridge, Auditor Ell r(i'rd u�ti�rri �.NI;�N r *'1'I"eti i 11111 Jefferson County Department of Community Development Development Review Division 621 Sheridan Avenue Port Townsend,WA 98368 DECLARATION OF RESTRICTIVE COVENANT Grantors: Wi t I j4,14,1 cj?14/ Grantee: Jefferson County Department of Community Development Jefferson County Health& Human Services THIS DECLARATION is made and entered this J). day of 191-10 h.e r ,2O1fl, by [(cia 44,1 Lr,u_v cti ti JPv , hereinafter referred to as "Owner(s),"the legal and equitable owner(s)of the real property described herein. A. RECITALS 1. Legal Description: This Restrictive Covenant shall affect and restrict the real property("the property") legally described as follows: Parcel Numbers: cu,3.7 d oo ifs"- q&)-7 000 S o Section: la ,Township: 49 N, Range, I(,t) Subdivision: d.? 1 ro c u 7 y AG"S f' Block: Lots: cis- staff verification Lot uL Lss /444' sway (Lyr.,f W.esf Oak d.a-, , J 2. Building Permit Application.The Owner(s) have applied or will apply for a building permit through the Jefferson County Department of Community Development("the County") and/or an on-site sewage permit through the Jefferson County Health&Human Services("Health Department")to make certain improvements upon the above-described property. 3. Purpose. For purposes of complying with the County's building and land use codes and ordinances, as well as the Health District's minimum land area for issuance of an on-site sewage permit per WAC 246-272, the Owner(s) desire to treat all of the above-described property as one building tract,and in particular, desires to do so for the purpose of constructing a • , utilizing an individual on-site sewage disposal system, as required b, county code and/or state health regulations. C:'CsersmichDesktopneciarationof Restrictive Covenart.doc Page I of 3 • • Assurance.io County-- Th ds`st tt?assure the County that the property liescrih4d; above shall be and remain as Otte Wiltlittg ired:for purposes of improvements to be constructed upon ti •:D up 3'-r, NOW,THRREFORE,itt,e©irrsidentiort of:the bets derived by this Restrictive Covenant;the.Owner(s)declare:cane t.and agree as follow. 'R.. COVENANT I. Specific Restriction and Cove ' The property described above; shall constitute a single building site,and no Int or Iota o r ally part thereof shall be transferred or conveyed in any manner unless and until the building(s),structure(s)or on-site sewage disposal provisions are made to conform to the then-existing zoning provisions on a reduced site. This restrictive covenant shall not be removed unless such an action is approved by the County and the Health Department. 2. Covenant Running with-the Land. This restrictive covenant affects and restricts the described property and:shall be construed as a covenant running with and touching and concerning the land and m.unng to the l fit of the OwnerK the pubes generally,and the County. 3. Blinding upon Successors and Aligns,This restrictive covenant shall bind and restrict the land, the Owner(s),their heirs,:, successors and assigns: 4. Recording. Upon its execution,this Declaration shall be recorded with the.Jefferson County Auditor All contracts and deeds or other instruments of conveyance relating to the property or any part thereof shall contain reference-to this Covenant> S. Enforcement. In addition to any,other party having a Iegal right,to enforce this covenant,the County shall.have the right to enforce and compel compliance witinthis covenant, including all remedies available•at.law and equity. The County shall have the rightin any such proceeding to recover its attorney fees and costs. 6. Compliance with Code Requirements. This Declaration does:notamend or modify,nor is it intended to amend or modify any requirements of the County's ordinances or any other law or regulation dealing with or affecting the use of land or construction of improvements upon lands. 7. Estoppel.The Owners by this Declaration specifically estop themselves and all of their successors and assigns and all persons presently or hereafter having any interest in the property from asserting or contending in any manner that this restrictive covenant is not a full and adequate covenant running with the land and binding upon the property. 8. Severance.Invalidation of this covenant by judgment or court order shall not affect any of the C:\Users\mich+Desktop?Declaration of Restrictive Covenani.doc Page 2 of 3 • • other covenants.which Shall rerbain iniüfl,tree end effeer, 9. Warranty of Authority., The°woe*,sioing below waived,that they ure:the sole Ovmers in fee of the real property described above and gtre authOize4.tefr,take"this Declaration and so bind the raPertY. 10. GoVeviagLa ar. This RBSTRICTIVB.,, :COVEN: ANT-allait—he gavt=e4 hY the 14v4S,sethe State_of Washington Disclaimer. Since no survey was submitted as part of your llestrictiVe CQVCrtartt,the County abeepts no liability for what facts a survey might have revealed. A survey might have-:revealed that a structure or improvement believed to be on the mantWs'property is,in fact,located wholly or partially upon someone else's property or upon property that is-not the subject of this application But,in the absence of a survey,tbe GRANTOR bears sole responsibility if such a problem arises.. Dated this .2 day of CC/ ,K /(1)% I 7 Owner Owner STATE OF WASHINGTON ) ) ss COUNTY OE 3EPFERSON ) On this day personally appeared Vol:ire me,aq ,t of„, z_41.001 ift Aro ine known to be the individual described in and who executed the withid'and foregoing estrum ,and ackpowledged that he signed the same as hi&free and voluntary act and deed,for the uses and purposes therein mentioned. -Given Under my hand and official Seal this o/c.. day ,20IV ier 6 %%"1" tarhisit .166.04. / a TA Y PUBLIC in and for t State of Washington • ,t1+.% -- din at pri cllo44 y W1.1, e,orrimissiones: Self 47, .720/ Approved: •••• ;,•/,rk • -% •- I op - Oct 2-2 2.1c,I`it A Iministrator Date cf.Users‘rnicliDesktop-Declaration of Restrictive Covenant clOc Page 3 of 3 X100 L)(;i 2 1 2014 586996 PGS : 3 COV 10/2372074 01.25 PM $74.00 LAURA SNYDER Jefferson County WA Auditor's YOffice -I Donna Eldridge, Auditor Yl 111 ral■1 1711 11 � I.r1 f1 r�`i (..! I i1 11111 Jefferson County Department of Community Development Development Review Division 621 Sheridan Avenue Port T ownsend,WA 98368 DECLARATION OF RESTRICTIVE COVENANT Grantors: VA I l i a,k I- LcA,(4/1,4,.. S k cie V Grantee: Jefferson County Department of Community Development Jefferson County Health & Human Services THIS DECLARATION is made and entered this Pa day of tt)r f o h-e v ,201 tom, by (A) 7 (Gat.,a t., LaA4va Sl1 y d.'y ,hereinafter referred to as "Owner(s)," the legal and equitable owner(s)of the real property described herein. A. RECITALS 1. Legal Description: This Restrictive Covenant shall affect and restrict the real property("the property") legally described as follows: Parcel Numbers: q6o 37 00o y5'• odv Sc0 Section: la.. ,Township: 39 N, Range, I to Subdivision: q a.7 t ro cLa O c t. ?r Aci 5 Block: Lots: t - Lfto statrverification �° �Lof 4lb s5 r '1.1* �/vay nI G�.csi'4 �ak Bay 2. Building Permit Application.The Owner(s)have applied or will apply for a building permit through the Jefferson County Department of Community Development("the County") and/or an on-site sewage permit through the Jefferson County Health&Human Services("Health Department")to make certain improvements upon the above-described property. 3. Purpose. For purposes of complying with the County's building and land use codes and ordinances, as well as the Health District's minimum land area for issuance of an on-site sewage permit per MAC 246-272, the Owner(s) desire to treat all of the above-described property as one building tract,and in particular, desires to do so for the purpose of constructing a Nth v , utilizing an individual on-site sewage disposal system,as required b 'county code and/or state health regulations. C:,L ers`mich-DcsktoptDeclara:ion of Restrictive Covenart.doc Paee 1 of 3 IP other covenants which shall remain in full force and effect. 9. Warranty of Authority. The Owner(s) signing below warrant that they are the sole Owners in fee of the real property described above and are authorized to make this Declaration and so bind the property. 111. Governing Law, This RESTRICTIVE COVENANT shall be governed by the laws of the State of Washington. 11. Disclaimer. Since no survey was submitted as part of your Restrictive Covenant, the County accepts no liability for what facts a survey might have revealed. A survey might have revealed that a structure or improvement believed to be on the grantor's property is in fact, located wholly or partially upon someone else's property or upon property that is not the subject of this application. But,in the absence of a survey, the GRANTOR bears sole responsibility if such a problem arises. Dated this 0 day of 0 chbe-Y ,20d. Owner / Owner STATE OF WASHINGTON ) ) ss COUNTY OF JEFFERSON ) / / " On this day personally appeared before me, Wi// ,,,, I J i �rna�L4604/riy4Kame known to be the individual described in and who executed the within and foregoing instrument,and acknowledged that he signed the same as his free and voluntary act and deed,for the uses and purposes therein mentioned. /� ,/ Given under my hand.and.offcial seal this p(t day:4- I C2 hem ,2QL v,,•ass N', .,; . t)TA" Y PUBLIC in and fort "State of Washington ` .'� %;.:Eiding at /turf ,Is'� t Vtrt:'Xicommission expires: o'er"- /Q, o249/ Approved: _ PP ;r .•,. _ IJr t 2 .t5 Ll i A Y ministrator Date C Users rnich\Desktop'Declaration of Restrictive Covenant.doc Page 3 of 3 • i • CCI PQ� /yGQ�� Q��C� ,�o AGO w. \ 0,stiktP. V.- 1 40-0 14'-0" 12'-0" 14'-0" OP EN ©D OPEN N° OPEN :r � - + • m <D z _ 0 _00��2N ozx O Z 0 Z D. m O D Na N .l � I r j m x aa W V� Z O Z r1 A m N N N • TRUSS - T' -.-Z TRUSS m�m v :4:3-- N W° e Z_ - - o m xi O m muss y�o r'N I I - O O gsti 0 -c) 0 m z m 2 N AD. •+ I TRUSS _ rte.- r_ _ _-Y_r F. .� - TRUSS I o v tnnm - .�zo rra� o In N. O 4 ..:' ' 'd ..ma JO ;: ., OPEN ©B OPEN ©® OPEN Gi r• ?..ai::Ul r. \i:: / ''' 6 • -.7 "4 ---"-----""-----' ' I i 0 '7).00 7.-', I •- • - . ..., -. -4---) )(44 ( t • a_ LE 8 t 1 1 ii, .- . er-.1 .. r . . c_ ....; i /1. \•al 4 W * i ,kti‘sto .ao .. ':,':i -'-. 7' ,, , • - . . 1 -t , el.0 eICt / 0 ' ‘,..- • I _ iN 41r., 'N. ■ S.../ „ 0 1 ..,. .... :,... 0 r3 x,.. ! .. ...,......_ t X. 5 -t. (.1 0 % • , `...) fss. ..., i---., i c,... a IL] r --- ' k -.,.• '‘t.„._, 1‘ C JJ r\ rtt . \. Hr .! .„ ...... , St' •.., "■. 41 ... .- . if \'' N-... , -:,Y.s r,' •,i■ ' ,... ... tir,)..) • , 1 Ns. it 4..,- "ta t ta I , '(.......'N\ ' ').)Q.,1- el /E 1 0'7 I • -- li-- r. .1 .e.:. Tjrb%\\NH._ T----- I _ _ . -----,:ii. , i•.' . i v-,' 1 I < V 611 19---' I, 2 1...i.).04..! C.. • S SON DEPARTMENT OF COMMUNITY DEVELOPMENT OG 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.44.50 Fax:360.3'9.4451 -< Web:uwv.co.iefferson.wa.us%communitvdevelopmenr E-mail:dcd(co.iefferson.wa.us Ct'Y SUPPLEMENTAL`��°� SUPPLEMENTAL APPLICATION DETERMINATION OF ADEQUATE POTABLE WATER Owner Name: titAct VrfAcc Parcel No. q((Pa— -09 Site Address: )l 1-104(S S f Water Source Existing Proposed Attach Copies of: 4# 1) Well Logs Private well (if no log report on file,a 1 hr stabilization test may be substituted.) 2) Lab analysis tested within 3 years of application. -Total Coliform, Nitrate-N, Chloride 2-Party Well Items above AND recorded Operations& Maintenance agreement and recorded Easement. Alternative Provide justification and design per Jefferson County System: Environmental Health policy 97-01 www.jeffe rson cou n typ u bl ich ealth.org/pdf/Policy_97-01_Ra inwate r_Co l l ecti on.pdf Valid Water Right Generally applies to springs, attach copy. Permit: Public Water: Name of Water Provider: -Submit Water Availability Notification form completed by your water purveyor. NOTE: If any of the above utilities need to be installed and disturbance will occur in a public maintained or unmaintained County road and/or Right-of-Way easement,then a Right-of-Way application will be needed. Resolution#99-90 requires building permit applications to provide evidence of an adequate potable water supply per the conditions of RCW 19.27.097 and the Guidelines for Determining Water Availability for New Buildings. 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 making any issued permit null and void. I further agree to that all activities I intend to undertake or complete associated with this application will be performed in compliance with all applicable federal,state and county laws and regulations and I 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. Applicant may request notice of the County's intent to enter upon the property for visits related to this application and subsequent permit issuance. /! Signature: %`�"" Print Name: U;(440- SNy,�. Date: k r FOR OFFICE USE ONLY 1) Water Right Permit# 3)Individual Well 2)Public Water Supply WS ID# Meets Water Quality Standards? Yes No In Compliance Yes No WRIA 17 Subbasin SIPZ -Coastal/Moderate/High Yes No Based upon information provided by the applicant,it appears that the potable water supply: Meets Conditionally Meets Does not Meet Ar, o. 20' 9 : 46A191 of JE fersor 0, ny 11 No, 0333 P. 1 Public Utility District #1 Of Jefferson County WATER AVAILABILITY NOTIFICATION Board of Commissioners Barney Burke, District 1 PUBLIC WATER SYSTEM Kenneth A. McMillen, District 2 Wayne G. King, District 3 James G. Parker, Manager To: Jefferson County Environmental Health Department From: Quimper Water System System Operator(s): Eric Storey State ID Number: 05783U Number of existing connections: 2429 (Estimated) Number of permitted connections: 3149 Number of committed connections: 250D This water system is capable of; and will supply potable water to the following location: Assessor's Parcel I D## q Ce 7000 q' 5 LegalDescription rd 064 l e_ CO i T 5, *** Water Connection is available once,all fees/charges r_h d "* ave been pai Site Address: 13 144 yS 7.r . 'W )4*-- (46Ad 1_0 06-- (A)/\ c"7-rt- Signature L--.......- ----------_,,,_,_{� - _ Title: ` (�, _ bate: / //� THIS IS A NON-BINDING STATEMENT OF WATER AVAILABILITY. IT PROVIDES THAT AT THE TIMEOF REQUEST, WATER IS AVAILABLE WITHIN THIS SYSTEM, THIS NOTIFICATIOON IS GOOD FOR ONE YEAR 230 Chimacum Road/P.O. Box 929,Port Hadlock,WA 98339 PH (360)385-5800 FX(360)385-5945 • Sally Ellis From: Sally Ellis Sent: Wednesday, March 25, 2015 9:19 AM To: Permits Subject: BLD14-00422 William Snyder Revised site plan Attachments: revised site plan for BLD14-00422.pdf Good morning Steve, attached please find the new revised approved site plan-as discussed on the phone-The Set back and the post holes for this permit were inspected on 3/18/15, per the building inspector-we do not need to inspect these again- as there were inspected per the revision. If you have any questions and or need more information please feel free to contact me. Thank you Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St., Port Townsend,WA 98368 Mon-Thurs 9am-4:30pm, closed from 12-1 Ph: 360-379-4452 Fax: 360-379-4451 sellis @co.iefferson.wa.us http://www.co.iefferson.wa.us ill 1 *BUILDING PERMIT APPLIC1ON BLD14-00422 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00422 Received Date: 11/14/2014 SITE ADDRESS: 133 HAYS ST PORT HADLOCK, 98339 OWNER: WILLIAM J SNYDER PHONE: 360-531-0891 LAURA M SNYDER 351 SENTINEL FIRS RD PORT HADLOCK WA 98339-9763 9627 SUBDIVISION: Block: Lot: PARCEL NUMBER: 962700045 Section: 12 Township: 29 N Range: 1V1 CONTRACTOR: TOWN & COUNTRY POST & FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2015 REPRESENTATIVE: TOWN &COUNTRY POST FRAME PHONE: (425) 743-1555 BRYAN BORCHERS (425) 742-4378 16521 HWY 99 STE C PROJECT DESCRIPTION NEW POLE BUILDING (edit: not gar or carport per definition) NO HEAT NO PLUMBING SEP14-00045 TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 37,286.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: U-1 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 1,920 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approve Permit $465.00 SRE 11/14/14 151735 APPR G Plan Check $302.25 SRE 11/14/14 151735 State Building Code $4.50 SRE 11/14/14 151735 DEC 2 3 2014 Total: $771.75 Jefferson County DCD \\tidemark\data\forms\F_BLD_App_Bld.rpt 12/23/2014 • L. - t rTh -- 1\) ; 4Th V vH el- TPC.3ACt-b )01e ‘-"Ov kr, - C c C) Se4 f1 Q 1 .s s 0L j"-If\cyl Vc(k. i -Z__01\i/(61‘4/ Ii2ea 11 78 Ttan it L/ 14 QE-) Loo • c.) kAs• T6I-Oble ice 1 °Ci 3/ 1 0/ s Jj c - c6 (2)LPIA-1-- c)Ofc) Iak- A V1A4 C CO/VeA 161-33 abouk. ACiy priovh toiAic +b ocH b61.1"°"11 • 0 �i n v, t9 Qr J® POST FRAME ILp OS ' I• 1 l i,.', M 4+af:eu liar Future Depend..On If_ 16521 HWY 99 Suite C Lynnwood, WA 98036 December 11 2014 Enclosed are revised site plans that show the requested revisions for this project. A splashblock has been added to comply with the stormwater regulations, the access has been corrected to be consistent with the approved access submitted under RAP05-00258. I have also enclosed the SWPPP template filled out. If you have any questions or concerns feel free to contact me. + Thank You U c(Ae SA.Drc'Y1.t.c)cy4 20--- 4 ■rrfor 14,44i on Jeremy Hammar Permit assist(capermabilt.com rt=:- .�;i: a (425)743-1555 Wr Ile—) ti 1 f PF' 15 14 , k. „;dwTY ;� .1._,, ( f 111`'IY0,191PMENT - tILL— 1 p lIIl 16521 Highway 99,Sult•C•Lynnwood,WA 98037-3161 PI tise Check After Doing Site Plan: ❑Septic and drainfieid+'+yfR ®�LOI size Draw North Arrow in Circle POST FRAME BUILDINGS- Everett:(425)258-4171 • Puyallup:(253)840-9552 L'I Property dimensions dSewer Tins A,'I f- 5:Elevation of property ^ - e Administrative Headquarters: (425)743-1555 D' xlsting buildings I�}Setbacks of proposed&existing buildings Bodies of water JW _ _r FAX:(425)742.4378 • 800-824.9552 Proposed d building p,INain road with name Qfloor olrsoxa PERMABILT Contractor'sLic.#:TOWNCPF099LT �s Easements g Q plan permabilt.com •facebook.conJpermabllt Name: !7 ACCBS$to proposed building (]Slopes&Contours 5 increments) Quality:Our Future Depends On le.'" P P 9 ( ' ) Job Name: --1�'•i 1f..1'�`.r-'' (.+� „ cj( (-4,k,7 7 Le Job Site Address: A.X.- f/< ,!!:vrf_h Tax Account#: ,rCL /:.-✓" ' - r--.-'.d7 Legal Description: , rt (( 1 rr, 21 , t c-> ,) r ti6 A f 1. 1 . L.n,r I c-17 ; t ( `- i, L:fI_.J✓i (. ii�Vl.) '7 1 1 Y;J C, 4111 k.eIL-If.-� I l Yi�i` n�A�eC - IV j, {� f ........._...� e ,[' ' J -rte . , � A)N. at 13,, o Ij �-4 4m a s, 6;10,, c-o.4:, a•e& 61-6"^,e}S. - 511 '1(nIDCik., I hiSi) !VJ G )Ytifc7r i(c.L, y : . 1 L I) E, c..,:) { r J1 C. r S / fi u ( %,) i ,2VIG ✓ S ; Clot 1 -+- - _. b 1--.L' : ( 'i Z u ; X151 ._ . A. (. ? ( c '. 2",'G,"-) 2 c,152- c.-63 4 i 1 4 � it / ph,. ay. _ „,m,..,......--_, . , } \ .K"-_, a' , J'• 3 il Ns. \ Disl-c4.60,:t __4, \ ‘,_.,.) .,v S ee• feeu i Scct \ A PPROVE • \\ �, TE PLA ■ ' \ DEC ► 2014 \.\ f ' J' ERSON COUNTY DEPT.0' OMMUNITYDEV J P , ;tv SIGNAT . 4,I , i, • Vl I _”- • X� 1 �. I 1, r! rw, '..•Q DEC 1 5 2014 �;, a ( ' Y, E2JL v CGUNTY I.., _'T_.,C' COMIiiuNITY DEVFLDPMENT `" is - 4 O 2 Z- Sc\ de,r- u... .)., D NOT SIGN INCOMPLETE SITE PLANT IV ustomer has verified and approved the location of the bujiding,orientation of the building to the North,and verifies that all Grid White-Customer Copy Plain White-Office Copy :1.. lilies are shown on this drawing in the.corrept ati f, ...e- T, JSTOMER SIGNATURE` ✓}ems.%` , .. -, ./� 'i r ' -I �� ,. LEAD# ®2012 Perms-BIRO Industries FR-34 07/12 II'N1111Iiii �.�Los &Coim • 16521 Highway 99 Sulu C Lynnwood WA 960374161 PI es Check After Doing Site Plan ❑Septic and dralnfie)d+✓MR Draw �� �lAt size POST FRAME 6 INGS (mi) 4171 �Ya P(263)640-9552 operty d ilding ons Cl6ewer l(nes 1 1� w Norvr Anow e Ad I iie .e Headquarters (426)743.1555 [�gj a Gl'Bodie on of properly >• PAX (426)742.4378 ao9-624.5552 song huddldgs Setbacks of existing buildings Erpooes of water �' ERMABfLT ContranoraLa s TCWHCPWe9LT ropossd bulldog � Proposed&exlsbn Clpborplan g a�n road with name QHdLty Our Future Depends On ft' �nnabili corn laeoeook oomrpom ebllt Easements/ r Access to proposed building CI Slopes&Contours(5 increments) ! Job Name �N V /`A Job Site Address A/l AS�?r ti's.. lax Accounfp ,4 7A, �, c.r( .t c� 7 7,,__S( Legal Description l y Ly -',1.-1. (0o' ) 1,2! A � R . SZ (D� � N057 rt �',E Go,v5iZU o� LT. LcVL-��}J�� o , eKPIL-c-5" 1 (1 ie 5--ft ft ^�A ` .cso?,sq ,T(>' W"f p,- -©Ikt ,0 I t� N. u 1, 0 1 s s4 ,5 L44.kat O s, 1 1Qk c.r41 lea ,rw> i/00 I tk1(,77 1\1 6 IA,r'fee--it c ti /13 5 • 1,, I) (- % oil N _ A ,e T SS ,..3, ;L1 to N ul of 1 l4 f? .V JO ; C� 4 (92-0 cO ��� _ i ►4 6.6s4 2�©o I um_ I F Gt33 4 IA I 1 1 y ) 1 ist y—A.,,' • i i 410,4) 1111*1 , i 9 2 0 1'.?.... . . A r ' 4 Wq .,2 t tS,u- \ .4p. Ili • --)\) EriF- V.-- -111 \ ---F. U :`' 9 2015 \■, J 1 \MAR1 r �c-g iUNITf gii.OPMEtdf 35 wpASED ai ••.•••--"'"—` VI A tZea v ism - L \4 OO21 b S IN ACC. O NOT SION INCOMPLETE SITE PLANT `----- ustomer has verified and approved the location of the buJlding onentation of the building to the North and venues that all Grid White Customer Copy Plain White Office Copy &hoe are shown on this drs.(1nng in Ih9.cdrrepr ` tl7 r. JSTOMER SIGNATURE! -f e� _ .le h, r LEAD e r ! i 02012 Perma Bilge Inrtuatrio. 6t1 7A nor,n I learn Inu m i • 3-19-15 RE: Snyder Site Plan Revision Permit BLD14-00422 / •• P 1 y "1 -i 5 Sally, We are requesting a revision to rotate the proposed carport structure 90 degrees counter clockwise. Entry will now be accessed to the portion of the building along the 48' long side of the building instead of the 40' long side as shown on the original approved site plan. I have also revised the building setbacks accordingly.See attached site plan. Please let me know if you have any questions. Steve Triplett Permit Coordinator Town&Country Post Frame Buildings 425-743-1555 permits @permabilt.com 'rN > S I 0 II i �H 1 MAR 1 9 2015 j 111:9 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT REVISED date: • Sally Ellis RFC'II'CD NOV 00 10 14 From: Sally Ellis Sent: Tuesday, November 04, 2014 4:35 PM To: 'permit_assist @permabilt.com' Subject: RE: Property question Dear Jeremy As I discussed with you on the phone today- I am so sorry but I have to send this application back to you, as it is not complete. We must have the 2nd page of the master permit application filled out, and the new Stormwater calucation sheet filled out and signed. We also require 5 copies of the site plan and 3 copies of a floor plan. Once you have these forms completed and the correct copies please mail the permit back to me. Thank you Sincerely Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St., Port Townsend,WA 98368 tJ ea Mon-Thurs 9am -4:30pm, closed from 12-1 0 n „� Ph: 360-379-4452 Fax: 360-379-4451 sellis@co.jefferson.wa.us NQI/ http://www.co.jefferson.wa.us 2014 Fror If-F05 / OF�or�J,rr/�04r�d ,ll TYp�� DPNjfN w� ,Y From: Sally Ellis Sent:Thursday, October 09, 2014 4:52 PM To: 'permit_assist @permabilt.com' Subject: RE: Property question Dear Jeremy My name is Sally Ellis, and I am the Permit Tec for Jefferson County DCD. Your customer would simply have to fill out the restrictive covenant and have it recorded at the court house. I have also included the permit applications and the check list for the complete building permit application. If there will be no water to the pole building then the Potable Water form does not need to be filled out. Please ensure that the checklist for the site map is reviewed and that you have all the information required on the site map. Once you have these forms complete and your customer is ready to submit the building permit-you may call me or email me and I will set up an appointment for the permit intake. Thank you Sincerely Sally L Ellis 1 TOWN & COUNTRY POST FRAME BLDS Page 1 of 2 • • C, k Wa shington State Department of Labor & industries TOWN & COUNTRY POST FRAME BLDS Owner or tradesperson 16521 HWY 99 STE C MILLER, GLENN R LYNNWOOD, WA 98037-3199 425-743-1555 Principals SNOHOMISH County MILLER, GLENN R, PRESIDENT Doing business as TOWN &COUNTRY POST FRAME BLDS WA UBI No. Business type 600 461 076 Corporation Parent company PERMA BILT IND INC ILicense Verify the contractor's active registration/license/certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. TOWNCPF099LT Effective—expiration 06/30/1991—06/30/2015 Bond ... .. ... No bond accounts during the previous 6 year period. Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BKA1454463872 Received by L&I Effective date 08/07/2014 08/15/2013 Expiration date 08/15/2015 Insurance history Savings .._...... .. (in lieu of bond) $12,000.00 Received by L&I 02/16/2011 Savings account ID Effective date 0234000008 02/10/2011 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600461076&LIC=TOWNCPF099LT&SAW= 11/14/2014 TOWN & COUNTRY POST FRAME BLDS Page 2 of 2 Savings history • • Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&l tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 447,126-00 Doing business as TOWN & COUNTRY Estimated workers reported Quarter 3 of Year 2014"31 to 50 Workers" L&I account representative TO/KRISTINE HATHAWAY(360)902-4811 - Email: HATK235@lni.wa.gov IWorkplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Citation issue date 06/21/2012 Violations Inspection no. 316250539 Location 16521 Hwy 99 Suite C Lynnwood, WA 98037 ©Washington State Dept.of Labor&Industries. Use of this site is subject to the laws of the state of Washington. Access ir, vEt>yl https://secure.lni.wa.gov/verily/Detail.aspx?UBI=600461076&LIC=TOWNCPF099LT&SAW= 11/14/2014 Mary Blain From: Mary Blain Sent: Monday, December 01, 2014 9:08 AM To: 'permit_assist @permabilt.com' Subject: RE: regarding BLD14-422, Snyder Jeremy, Thanks for your patience. I had our lead building inspector review the plans and he decided that since the building has no walls, it can be deemed a basic pole building, and does not have to fall under the definition of a "carport". Basically,the plans will be approved as is, no slab needed. I'll change the description of the structure in the permit to avoid any future confusion. (it was described as a pole building "garage") I apologize for the delay. Best Regards, Mary Blain Plans Examiner I Dept of Community Development 621 Sheridan St Port Townsend,WA 98368 ph: 360-379-4461 fax: 360-379-4451 mblain @co.jeffcrson.wa.us All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act, a state law found at RCW 42.56. Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection) of this e-mail unless it is also exempt from production to the requester according to state law, including RCW 42.56 and other state laws. From: permit_assist @permabilt.com [mailto:permit_assist @permabilt.comj Sent: Wednesday, November 26, 2014 2:10 PM To: Mary Blain Subject: RE: regarding BLD14-422, Snyder He didn't give an exact date, but a year or two after it is built would probably be the timeframe. Jeremy Hammar Permit Assistant Pemniabiit Industries Inc. Celebrating our 415t Year! 1 ��.S- q.). JEFFERSOr'UNTY 4 ,z , DEPARTMENT OF COMMUNITY q. DEVELOPMENT i"r`' 621 Sheridan Street, Port Townsend,WA 98368 I Web:www.co.Jefferson.wa.uslcommunitydevelopment Tel:360.379.44501 Fax:360.379.4451 I Email:dcd©co.jefferson.wa.us SquareONE Resource Center j Building Permits&Inspections I Development Review(Long Range Planning November 18, 2014 WILLIAM J SNYDER LAURA M SNYDER 351 SENTINEL FIRS RD PORT HADLOCK WA 98339-9763 RE: SITE ADDRESS: HAYS ST CASE #: BLD14-00422 Dear WILLIAM J SNYDER: We have started the plan review process on the subject permit. Unfortunately, we are unable to finish the necessary plan review. We are in need of additional information and/or items as listed below: IRC 2012 R309.1 requires that "garage floor surfaces shall be of approved noncombustible material" to "facilitate the movement of liquids to a drain or main vehicle entry doorway". Please submit plans for a concrete foundation for your garage, as dirt floors do not meet code. Please submit the necessary items in order for us to complete the plan review process of this permit. If you should have any questions, please feel free to contact me at(360)379-4450. Sincerely, i 0,,,,. ck:61;' ' 6 Mary Blain Plans Examiner it Kam'l c: File SG,- ", ' _ TOWN & COUNTRY POST & FRAME TOWN & COUNTRY POST FRAME .'11 ' (Ave?" . y 11tidemarkldata\forms\F_BLD_Addlnfo_PInChk.rpt 11/3/1999 .— ■.— Site Plan ' ,m,ImIIII„,„Ie-r---ts, owni z.Country° 18521 Highway 99,Suite C•Lynnwood,WA 98037-3161 Please Check After Doing Site Plan: O Septic and drainfie'd :1 Lot size Draw North Arrtne.u..........,.. / POST FRAME BUILDINGS Everett:(425)258-4171 • Puyallup:(253)840-9552 El Property dimensions EirSewer lines P-Elevation of property mionsma■m...... a Administrative Headquarters: (425)743-1555 ak,xisting buildings Et Setbacks of proposed&existing buildings odies of water 42171:lie2.-443T780vv•N8c00p-F809249-9y2 --- • ERMA Biu. CFAoXntract 1011(.Proposed building Man road with name 3:Floorplan v 011asnm Or Oil Easements 'Access to proposed building 0 Slopes 8,Contours(5'Increments) Quality:out,Futu„Dom&0„/,.... permabillcom • tacebook com/permebill Job Name: r-...-01sj f/ .1/-44 Job Site Address: A../C A;(/'•:4,1..5 Tax A unt#. 164,Z/7( 14 2_. ,.(.,,,.. e;{..,.,71 Legal Description: , Ll 4 I i ....- i --- It :i ot ..>(e-°) I A (._ „,„. . 0 „_, E.,,,4,..4 . ej.....;4:- _tt..' 1 ,- . .-..------ .__,— ..- ( T: C Lff ue/--( ,-1ev 1) 7 j . ;7 Z 0 I•,el -, r?.-AL:ii ,,,-..; 4-i A--z,c..-; . , ..r, ,.../ , 1 ) ei . / (.-ic>/..- k.::-Ci /LI—\ / , r WWI i -- I-- ati*7";;;-!_,(.7-0-‘■Ai A;IfTiz_. 74 r.t..nt— -/' 6 i'')U/ r•-•./r,:-., ;)y.,,, t, ,,((,,,Ts , o , f- C„I'J,4 r5.J-( - ■,..,-, ..,V( ,.• :...: 4 r?( ') -...., 7 1 / 0 I s., 1... i) (..,S , C) 121 v,•. _ / t-i 7.-(( .c-- ',', , -/ -1 ,,, / / , i i i i (4:1) .--'4 ;2,V/0 ',,, (, ' I , I f ' _ z , . t.;-- L.----, (- : ., ,,,. ,r,' 6<,c ' 2?(:, ) .. //I i /ALS: -- -1 ,' ' / r- ,.., / /,.., •-,E.•- l / "72045 60/ .-Is. —1 .........: \ \ \ \\\\ — \ \ \ 'Zr.•\ ....4 '\ ....4:7. \ \ C \ \ ro \ --..'" \ ....„.; --.1 \ \ \\\I t 1 \ \ • \ . ?..,1 ri b Z . Z m )ttk' IQ co t.:., o ,...„ co •::P D NOT SIGN INCOMPLETE SITE PLAN! ,-.. rstomer has verified and approved the location of the bojkling,orientation of the building to the North,and verifies that all Grid White-Customer Copy Plain White-Office Copy -(-.- titles are shown on this drawing in ths-correcylOcaaX' 1 iirSTOMER SIGNATURE'” --"-.`6 - -/ ., ..., --, ..% LEAD# 7.7 ©2012 Perma-Bilte Industries FR-34 07/12 1 IIIIII 1111111111111 . _ 1 0 - ..111 Draw North Arrow in Circle - c 16521 Highway 99,Suite C•Lynnwood,WA 98037-3161 • own O1111YTv Everett:(425)258-4171•Puyallup:(253)840-9552 Building Design 0 iimionim. POST FRAME BUILDINGS Administrative Headquarters: (425)743-1555 - ® FAX: (425)742-4378•800-824-9552 '� � _ ERMABILT Contractor's UC.4:TOWNCPF099LT Quality:Our Future Depends On It.'" permabilt.com•facebook.com/perrnabitt PLEASE CHECK r J Wind MPH 0 Roll-up doors fit in Bays �O� II Poll-up doors will not hit Truss Exposure - Roof Pitch /' Eave Height Snow Load ! ` Minimum Clearance ■-.... (DENI/Ii FLOOR PLAN YES NO (tilease circle) 4111r ,l prµ 1 1 1 ja 1 il li ...,....._......r 1 � ii 4. ... i„ , _,. .„_________ mo 1U. 7 c <3 3 6 :.i 1=5 1s jI ! ' EZ-' , IZ jj , , �4 , ItK1 / , W i 7 E, ry H in rl w1 ( 1 i 173 _ _� 0 _..._... _... __w._-_.--____a_______ . i ,. I h? BUILDING ELEVATION Customer has verified and approved the orientation of the building to the North and verifies that all -1 items specified in Paragraph B of the contract areAllown on this drawing and vice versa. J f IIIII II111 II 1111Customer Name V/c'r ' ,/' ';. :--- Lead#: ' Customer Signature: O H ... White-Customer Copy Canary-Office Copy ©2012 Perma-Bilt®Industries FR-85 07/12 1111 . 411 vol.‘" 4ON C ' RECEIVED � 4 Ce, � JEFFERSON COUNTY e4 ` DEPARTMENT OF COMMUNITY DEVELOPMENT OCT. 1 2014 r3 'd 621 Sheridan Street • Port Townsend •Washington 98368 . Z",,,(0" 360/379-4450 • 360/379-4451 Fax .gS,�Na www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: Project Description(include separate sheets as necessary): ,� -1o' x`-l$ ,':'D ",-.-v, Pa -r CC r.(,-.A61 -foe NI, tr4' -‘g — Tax Parcel Number: q�210004-5 (IC'210004, Property Size: "t; ; , w.d ,2l �` (acres/square feet) Site Address and/or Directions to Property: r 14...(0c, !. • G. .' ,,; s _ `2as` Mw-krl1 c.evn l Rt- Ld, Property Owner(s)of Record: 1,11 r cv a1 Telephone: }2L S 31 (D 91 Fax: email: Mailing Address: -SS, ')6--14‘^� C,r-5 n, Po,'\-. anlnrk \ o iApplicant/Agent(ifdifferentfromowner): ,c,cern. \-Ar�rnrArxf -- Tou,, k C0.,na� pow�ran,r,C I1An__1‘ Tc■tr:iiiv■re. '-1nn /LlS :s Fax: r-r.1S--7l-t2-1"Y)t email: QQIMrG USStS)-@i>(fmw(e.AF.c.Unrt Mailing Address: 1105-2-k l-,',.L-i )1" -+:7-- , \-'iN-\\.,i,,,,,,, A,J:;, t' )5-i What kind of Permit?(Check each box that applies 151Building O Critical Areas Stewardship Plan LI Demolition Permit ❑Variance(Minor,Major or Reasonable`Ecdnorfric Use) ❑ Single Family XGarage Attached/Detached 0 Conditional Use[C(a),C(d),or Gj•* _ ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed se ClassificatIo `_ ❑ Commercial* ❑Special Use(Essential Public g�ptriiffles)"' \„< :;8 `� ❑ Change of Use ❑Boundary Line Adjustment i/ // { �✓ / ❑ Address 0 Road Approach ❑Short Plat** J /// /1/0/ \� /r ❑Home Business ❑Cottage Industry ❑Binding Site Plan** / ((Lit' ,, �// ❑Propane ❑Long Plat'”' ❑Sign ❑Planned Rural Residentiat Development(PRRD)/Amendments / / ❑Allowed"Yes"Use Consistency Analysis ID Vacation/Alteration** ' / ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revision i ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development" "'-- / O Temporary Use ❑Shoreline Management Variance CI Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amen r nt ❑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 l r\ Cfrv\\S-r ?4-Frr.M-e, a, �•, to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE s >{l _ i �ti-1..-41. Date: /U—r//er 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 application that he or she wants prior notice. P f f Signature: r `I 2` The action or actions Applicant 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-transferable responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. ",Signature: —' AAA-_,-4{ sr Date: 'l- .� - G:\PernitCen ter\###FORMS###\DRD FORMS\Master Permit Application 5-29-O8.doc BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: ""`t 'Ci VlMcr Date: ( I-44'It( GENERAL CONTRACTOR OR MAN FACTURED HOME INSTALLER: PHONE: FAX: n Ca..+, . --C-crat .�L,;,1cV(v (LIIs) 7.13-1.5 ( ) MAILING ADDRESS: S( \"J , 6fq -AZ-C_, ("`„n^ EMAIL: Q p iir_GISStS ' a(yi(1-.Lejnn CONTRACTOR'S LICENSE WAINS NUMBER: T Nc.1YCRq(.,s1-- NUMBER ARCHITECT/ENGINEER: c‘1 PG../e1 PHONE (429 Cce,..3Lik,t- FAX:( ) MAILING ADDRESS: t2'1 30 .k)a (-' {''r ` k`i`o EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: Il' New ❑C Wood Existing: 0 ❑ Sewer ❑ Addition ❑ Steel Proposed: 0 Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: O Height: 0 Individual System ❑ Repair ❑ Masonry SEP Permit# Ilia-C -►t ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: 0 Setback: Lac Private well ❑ Two Party Type of Heat: Proposed: a ❑ Public N!4-- Total: C/ Name of System: If this is a Commercial Proiect 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 Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1 U• nderground Tank 1 Above ground Tank Size of Propane Tank: 1 Heat Stove 1 Cook Stove 1 Woodstove 1 Fireplace Insert I Hot Water Ta k I Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes No 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. a.r. "+ E� 14. ti ` r 5 +! .r 5 + }- r.+ ^ Square Footage Current Proposed Fo 6isf: " o 6,: l , 5 • Ambnt' Yt. d ' lof).:;' Main Floor Heated s , 1, EH Bld App Review: 7—r .e")° + 2"0 Floor Heated Consistency Review: t Other Heated 0 1 ; Base fee: , . VV V Mezzanine '! `. Additional Section: Heated Basement '7-,fir'-:":::: ::gi Plan Check fee: 3o2.2.7 Unheated Basement State Surcharge fee: , d Other Unheated ;`, Pot Water Review fee: . Garage/Carport 19 S• SUBTOTAL l6 q1 — Decks r l 1i mi-r 911/Rd Approach fee: De z.18 Other t r rt '6 TOTAL: $ ,,,,,,.,,.3-,,i6 Receipt Number: 151 .1,'5S" ";y Cash/Check Number: 2-1 1 J ESTIMATED COST(REQUIRED) Date: 't!//,,`,I f .Fair market value of all labor and materials foundation to finish �l t 2,006 Initials: (S9.- G:\PermitCenter\###FORMS###\ORD FORMS\Master Permit Application 5-29-08.doc • . ���SOIN Co\ DEPARTMENT OF COMMUNITY DEVELOPMENT- W 621 Sheridan Street,Port Townsend,\\%_�93368 :r' -- Q v �Tel:3603'9.4450 I Fax:360.379.4431 .0 \eh:www.co.Jefferson.wa.us/communitvdeeelopmcnr /LI r—'E-mail:dcd�co.jefferson.wa.us L NOV 7 2�skfN L E J E f TE STORMWATER CALCULATION WORKSHE �' a ' J Oi coura . r MLA# PROJECT/APPLICANT NAME: Jn-/ '-- 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 c'61 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet '6 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 3/4 acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes No "I 1 Well,utilities,etc. sq/ft Does the project convert 21/2 acres or more of n") native vegetation to pasture? Driveway, parking, roads, etc. .->� sq/ft Circle: Yes Lawn, landscaping, etc. sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance —n,(1...(3 sq/ft Cut ~ Fill "----- (cu/yd) 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 talc worksheet—REV.10/20/2014 1 • STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 1C19--e) sq/ft Structures(all roof area) sq/ft Sidewalks 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) /1 Driveway, parking, roads,etc 1, C) sq/ft Driveway, parking, roads,etc sq/ft Other sq/ft Other sq/ft Total New sglft Total Existing sq/ft TOTAL NEW+TOTAL EXISTING' '3 L sq/ft This amount will be used 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: % Does the site have 35%or more of existing impervious surface? Circle: Yes 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 Storm water 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. mpiv Valu AD( 11-6-H (LANDOWNER OR A ORIZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL_____ MEDIUM LARGE REDEVELOPMENT_ Stormwater Site Plan: Yes No stormwaler calc worksheet—REV.10/20/2014 Parcel Details Page 1 of 2 I i w .e , Jefferson County Weatf 'Sfa!"irm. :. -(7 t baseTeaks :'hfap5 . .t Home County Info Departments Search Parcel Number: 1962700045 SEARCH Parcel Number: 962700045 Printer Friendly Owner Mailing Address: WILLIAM 3 SNYDER LAURA M SNYDER 351 SENTINEL FIRS RD PORT HADLOCK WA98339-9763 Site Address: Section: 12 School District: Chimacum (49) Qtr Section: NE1/4 Fire Dist: Chimacum (1) Township: 29N Tax Status: Taxable Range: 1W Tax Code: 0211 Planning area:Tri-Area (4) Sub Division: 9627 - IRON DALE ACRE TRACTS Assessor's Land Use Code: 9100 - Vacant Land Property Description: IRONDALE AC TRACTS LOT 45 Tax. A/V, Sales, Photos, and Permit Data Bldg Data Map Parcel Plats &Surveys Septic Monitoring Info Jefferson County HOME 1 COUNTY INFO 1 DEPARTMENTS 1 SEARCH rM" Best viewed with Microsoft Internet Explorer 6.0 or later Windows - Mac http://www.co.j efferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_NO=962700045 11/14/2014 Cases Associated with a Parcel Page 1 of 1 ieffersonCount . Weatherstaiaon IlatabaseTook . Maps.i "+ti4 "#�Ae am Home County Info Departments Search Cases Associated with Parcel No: 962700045 This may not be a complete listing of information that exists for this parcel. There may be other information pertinent to the property on file. Please contact the Department of Community Development for additional information. Case Number SEP14-00045 Description SEP07-181 (expired) filed here Last Name SNYDER Received Date 4/17/2014 9:17:09 AM No Images Case Number SEP07-00181 Description Last Name BISHOP LOGGING COMPANY Received Date 6/1/2007 No Images Case Number BLD06-00054 Description Stormwater Management to open a portion of Hays Street to serve four parcels. Last Name MC GILLIE Received Date 2/9/2006 No Images f: , Jefferson County , HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later 40 Windows - Mac http://www.co.jefferson.wa.us/commdevelopmcnt/ppquery/cm.asp?value=962700045 11/14/2014 Parcel Details Page 1 of 2 • iefferson + ou 1GiO Weather Station ,..�:a.Database Toots Home County Info Departments Search Parcel Number: 962700056 SEARCH Parcel Number: 962700056 Printer Friendly Owner Mailing Address: WILLIAM ] SNYDER LAURA M SNYDER 351 SENTINEL FIRS RD PORT HADLOCK WA98339-9763 Site Address: Section: 12 School District: Chimacum (49) Qtr Section: NE1/4 Pre Dist: Chimacum (1) Township: 29N Tax Status: Taxable Range: 1W Tax Code: 0211 Planning area:Tri-Area (4) Sub Division: 9627 - IRONDALE ACRE TRACTS Assessor's Land Use Code: 9100 - Vacant Land Property Description: IRON DALE AC TRACTS 46 (LYING E OF OAK BAY RD) LESS R OF W Tax, AN, Sales, Photos, and Permit Data Bldg Data Map Parcel •fats &Surve s Septic Monitoring Info 3, Jefferson Counly '. HOME 1 COUNTY INFO 1 DEPARTMENTS 1 SEARCH of Best viewed with Microsoft Internet Explorer 6.0 or later Windows- Mac http://www.cojefferson.wa.us/assessors/parcel/parceldetail.asp 11/14/2014 Cases Associated with a Parcel Page 1 of 1 ` Jefferson count � � 1 ka ra tl da aZ4a "a. 4 Home County Info Departments Search I Cases Associated with Parcel No: 962700056 This may not be a complete listing of information that exists for this parcel. There may be other information pertinent to the property on file. Please contact the Department of Community Development for additional information. Case Number RAP14-00019 Description Last Name SNYDER Received Date 10/6/2014 9:56:21 AM No Images "_..� Jefferson County HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later Windows - Mac http://www.co.j efferson.wa.us/commdevelopment/ppquery/cm.asp?value=962700056 11/14/2014 l.Front Parcel Review • PSC--p) L-1_ y 22_ Parcel 962700045 Printed: December 8, 2014 WILLIAM J SNYDER Site Address(es): LAURA M SNYDER HAYS ST PORT HADLOCK,WA 98339 351 SENTINEL FIRS RD PORT HADLOCK, WA 98339-9763 Parcel Number: 962700045 S-T-R: 12-29N-1W Total Acreage 1 Legal Description IRONDALE AC TRACTS LOT 45 Land Use: 9100 Flood District: Fire District: 1 Planning Area: 4 Flood Map(FIRM)Panel No: School District 49 Zoning: R..., '-c- COMP PLAN DESIGNATION: M.\ - COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map(Property lines bmitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property ES NO [ ] Parcel Tags or Scanned Documents YES [ ] ESA's: Special Reports Nearby YES N• [ ] Designated Ag YES NO [ ] Shoreline Designation: YES teN ) •[ ] Shoreline Slope Stability:+ NO Stream Typ s , ` .- ' fii�` . , L a , . + a h'- FWHCA: Y W r' (3 -f- , ( Q f.e E' Wetlands: YES.) NO //fI/L it !. • _ s 1.� •-t A ,. 41� ' . - Rare Plants:YES • Seismic: YES • Landslide: YES s.• Flood: YES lid Erosion: YES 4, Aquifer Recharge ' rea:YES 8 SIPZ: none At Risk High Risk Coastal, SQL- l ' Ajj, T O 0. "-Yea CMZ: io High Risk Moe - ate Risk Disconnected CMZ Stormwater site plan s tted:co o [ ] Forest Lands: YES NO Adjoining Forest Lands: �® Commercial/ Rur [ ] Mineral Lands: YES p I.f [ ] Agricultural Lands: S tO) [ ] Archaeology: YES 0 [ ] No Shooting Zone: a NO Ch 1 rna corn - /A [ ] Stormwater: New Impervious Surface ,3 2 Z1)s7/P'(Land Disturbing Activity , j ocu 7dx r L67n a Stormwater Req's:Min Req#2 Mm Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Ai •ort YES ro MRL YES ( ■ ) Forest Lands YES No [ ] Landscaping Required: Yes [ ] Parking Spaces R irr NO © Other 1 1 Building Height: 3'/ UBC Standard [ ] Impervious Surface coverage pi/mintage: CT C/L. Resource Lands&Public: 10% Wural Residential: 25% Rural Industrial: DC Sec 6.7 Rural Commercial: 60% Area of Building Coverage: 60%in Rural Industrial ands 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 specified [ ] Setbacks: Front: ' O I Left Side: ?O" Right Side: Rear: Shoreline Setback: ti/A * Um ( ell ilgr LSHA Setback: N//} [ ] Road Classification: i Vet 1-L — I-4-el tr,,�Road Approach: EXISTING NOT REQ'D RAP �K'D,�r Itie_cus..p c/ b..i 77'.W4A- f [ ] SEPA Required: YES EXEMPT !" `° U/ [ ] Flood Certificate: 1.V [ ] Existing Case(s)&�Co>lition(s): 11' &.¢� eiQ pu� � Violations: Yes ( o j [ ] Recorded Date of Subdivision: A tm\ 167 9.I AFN 3 .3 I� =U 7 3 Over 5yrs DC Plat Conditions: (U/i 1 <Syrs=Pl. - '.' 'ons on pat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant 'ES IO, su tted: NO rlU : �eei� o [ ] UGA No Protest Agreem-•t ES NO, submitted: YES 0 -# Q .4.e.^m; - -d b-1cickrri% ig�- sr [ ] Site Visit conducted it • NO p I i/ //� 'r Lt .. Yv 4�Skaay) `� �dai!zaj [ ] Require Final Zoning Approval YES l"" ) otc�s peter-6 t,,yes [ ] ADMIN: Setbacks entered in Permit Plan ca N/A YES w/rc.�frt`ck t.e New Parcel Tags entered if*rmit Plan N/A) YE Ca)V- y-vet--4 Special Reports Scanned N/A j YES No parcel tags found for parcel Cases Associated with APN 962700045 Review Cases Name Type Status Planner ADR14-00055 SNYDER P Application Received: 11/14/2014 Permit Issued/Case closed: Case Finaled: NEW ADDRESS REQUES I 2 PARCEL 962-700-045 &962-700-056 BLD14-00422 SNYDER P Application Received: 11/14/2014 Permit Issued/Case closed: Case Finaled: NEW POLE BUILDING GARAGE NO HEAT NO PLUMBING SEP14-00045 M LA06-00042 BLD06-00054 MLA06-00042 MC GILLIE I F David Wayne Johnson Application Received: 2/9/2006 Permit Issued/Case closed: 3/13/2006 Case Finaled: 11/30/2007 Stormwater Management to open a portion of Hays Street to serve four parcels. M LA07-00321 SEP07-00181 MLA07-00321 BISHOP LOGGING COMPANY C Michelle Farfan Application Received: 6/1/2007 Permit Issued/Case closed: 7/26/2007 Case Finaled: SEP14-00045 SNYDER 1 A Zoe Ann Lamp Application Received: 4/17/2014 Permit Issued/Case closed: 7/25/2014 Case Finaled: SEP07-181 (expired)filed here \\tidemark\data\forms\R_Parcel_CRMLA.rpt 11/21/2014 Page 2 of 2 DQ0 tILDING PERMIT APPLICATION BLD14-00422 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00422 Received Date: 11/14/2014 SITE ADDRESS: HAYS ST PORT HADLOCK, 98339 OWNER: WILLIAM J SNYDER PHONE: 360-531-0891 LAURA M SNYDER 351 SENTINEL FIRS RD PORT HADLOCK WA 98339-9763 9627 SUBDIVISION: Block: Lot: PARCEL NUMBER: 962700045 Section: 12 Township: 29 N Range: 11/1 CONTRACTOR: TOWN & COUNTRY POST & FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2015 REPRESENTATIVE: TOWN & COUNTRY POST FRAME PHONE: (425) 743-1555 BRYAN BORCHERS (425) 742-4378 16521 HWY 99 STE C PROJECT DESCRIPTIOP NEW POLE BUILDING GARAGE NO HEAT NO PLUMBING SE P 14-00045 TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 37,286.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: 1,920 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $465.00 SRE 11/14/14 151735 Plan Check $302.25 SRE 11/14/14 151735 State Building Code $4.50 SRE 11/14/14 151735 Total: $771.75 \\tidemark\data\forms\F_BLD_App_Bld.rpt 11/14/2014 . • r , $Off JEFFERSON COUNT; DEPARTMENT OF COMMUNITY DEVELOPMENT OCT 1 4 'd 621 Sheridan Street• Port Townsend •Washington 98368 �� 3601379-4450 • 360/379-4451 Fax ��5, O� www.co.jefferson.wa.uslcommdevelopment Master Permit Application MLA: Project Description(include separate sheets as necessary): i`. ,, Irl n Tax Parcel Number: ,--j(;, ' I -i,, Property Size: (acres/square feet) Site Address and`/or Directions to Property: Jr=ttk.,(004 Zt. .o Gl'QJ.1G\Un,S\- l.P -\- 6,1, ' r+aLii� - on,n.Oi • y GZ�' 2,q1 Property Owner(s)of Record: tai t('a,,,,S,,,,-A,e.s- Telephone: 3LC 531 CP>- Fax: email: Mailing Address: 35' S' - ,--:, Applicant/Agent(if different from owner): TeieNitAne: -'- -- - i:,5 Fax: -'.L5- Y--)S email: Mailing Address: I -oSzt t4ti-, ^,',,Jnrz, .,t, .ayo - What kind of Permit?(Check each box that applies ElBuilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family DKGarage Attached/Detached ❑Conditional Use[C(a),C(d),or Cl" ❑ 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" - ❑Propane ❑Long Plat" ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments" ❑Allowed"Yes"Use Consistency Analysis El Plat Vacation/Alteration" ';'/ ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions-" ❑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-A- esignate UWn 1 04,\A-L, y,,, -�r�, a lTr�!a to act as my agent in matters relating to this application for permit(s). ` /(' "y"Y UwNER SIGNATURE ��. /��„�� Uate: 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. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she wants prior notice. _ Signature: js” ,X,\? Date: The action or actions Applicant 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-trans\ferable res nsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: c , Date: - - .)J,`-{ ( G:\PennitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc • BUILDER STATEMENT • The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: �`N e "AO1" ---"v% 0-,,,,r Date: i I-t-!'i`/ GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: 1 c>An `' LO,.k, ■ ;k r M 1„ire (LIZ5) '7-1)-- ( ) MAILING ADDRESS: l(pS'7 ( EMAIL: 1 -Ael L(2l Ste, MGi(p.A A-,Le,n . CONTRACTOR'S LICENSE WAINS _r� � NUMBER: ,(J.r)JC,Q l 7"I L.I NUMBER •ARCHITECT/ENGINEER: —Serrsi c)&.,./("Ai PHONE Xy.,,r FAX:( ) MAILING ADDRESS: 1'2.1. 17—' -')' l.v i j EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New ( Wood Existing: U 'A Sewer D Addition Fl Steel Proposed: l j Bank Community System E Alteration/Remodel j Concrete Total: cp Height: C Individual System E Repair G Masonry SEP Permit# `KEPl'-i,C.00-1.\ E Demolition C Other: Bedrooms: Water Supply: Existing: b Setback: Private well D Two Party Type of Heat: Proposed: C) Public 4/,� Total: 1 Name of System: If this is a Commercial Proiect 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 Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: I Underground Tank 1 Above ground Tank Size of Propane Tank: 1 Heat Stove i Cook Stove i Woodstove 1 Fireplace Insert I Hot Water Tank i Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes KNo 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 Forpffpk Se.yonly Amount Revision - =_'? Main Floor Heated ` - EH Bld App Review: .C1C) 2na Floor Heated '= Consistency Review: olaS 00 ?.,WV_ Other Heated ' Base fee: X ytls. ou Mezzanine Additional Section: ``` , a p Heated Basement Plan Check fee: 30 2_• Unheated Basement ' r u State Surcharge fee: 4' Sd -- Other Unheated Pot Water Review fee: • Garage/Carport I920 CSC- t-to SUBTOTAL t6q� 4— Decks I I J'-. 911/Rd Approach fee D0-1Q Other :' a TOTAL: $ ...:,k r Receipt Number: 1� 5� ”" Cash/Check Number ' -1 I ESTIMATED COST(REQUIRED) Date: I`f/`� �� .Fair market value of all labor and materials foundation to finish Pi,C)06 Initials: c G\PemtitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc fa) BLD14-00422• BUILDING PE MIT APPLI.ION Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00422 Received Date: 11/14/2014 SITE ADDRESS: 133 HAYS ST PORT HADLOCK, 98339 OWNER: WILLIAM J SNYDER PHONE: 360-531-0891 LAURA M SNYDER 351 SENTINEL FIRS RD PORT HADLOCK WA 98339-9763 9627 SUBDIVISION: Block: Lot: PARCEL NUMBER: 962700045 Section: 12 Township: 29 N Range: 1V1 CONTRACTOR: TOWN &COUNTRY POST & FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2015 REPRESENTATIVE: TOWN & COUNTRY POST FRAME PHONE: (425) 743-1555 BRYAN BORCHERS (425) 742-4378 16521 HWY 99 STE C PROJECT DESCRIPTIOP NEW POLE BUILDING (edit: not gar or carport per definition) NO HEAT 4/6/15 ADDED PLUMBING TO PERMIT- SEP14-00045 TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 37,286.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: U-1 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: 1,920 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: y^t BEDROOMS: BATHROOMS: e l A" (13 tJtc Exist: Exist: L Prop: Prop: YLQ�JI � (/1 - TU Total: Total: C Routing Date: jT1 Off Col Ail-f(c Type Amount Paid By: Date: Receipt: Approved/Date Plan Check $302.25 SRE 11/14/14 151735 State Building Code $4.50 SRE 11/14/14 151735 Permit $0.00 SRE 04/06/15 Permit $336.00 SRE 11/14/14 151735 Total: $642.75 11tidemark1data\forms\F_BLD_App_Bld.rpt 4/7/2015 Town a`Y, Cour�tTye 18521 Highway 69 Suite C Lynnwood WA 980373161 PI 6o Chock After Doing SIP,Plan ❑Septic and dratnfleld MA Lr Lot size wwwwwwwwwwwwwwwo POST FRAME B e IN GS Ev6t0n (425)269.4171 Puyallup(253),660'9552 (vJ roparty dimensions ewer lines p/1+ lovutlon of propan, c Admin A atlw Fleadquane a (425)743-1555 Isting buildings Setbacks of proposed&existing buildings [ odies of water • FAX (426)742-4;176 8001249652 ro sed building (CC[(([!lJJcfc�ta�n road with name '�"" ERIIMBI Ttt Cant ae Ot h o 9 7OWNCPFpOOLT Easements g �7 QAccess to building (]apes&Contours(5 incre,. Quality Our Future Dc w permab0 cam taoaback contlpamwblll proposed bulldln Job Name ��I/ /-44 Job She Address Ati AS O'/ ti/.� f` •+ „ �r t f <�‘"/7 2,, 6, Legal Description Tar Account# (i'C S its ' >2 ' 5 IDOLIc ) 4 A C • Ivd /e,G K P1L-.G.S- ( 1 c v �,rt,A nn P�C1i3Ax:,rt 7. _ �;cj254 'at<t, - - you, -O ,....... 0 / ,..r,-,„,„ ,ch,N)Ai 5336 LcT5& t) sm.-Aso 5 L 4) a6 - s, 1 /.5-`li 0, !X CooP art& or-c4 t-1 5(0'1'64°100- 6x /c 77 1'J 6 1{'L1(6,e—✓1( ti S . //,/0 I:: . i3 i l) cs', Q 0 N r egof- e- � rvaPF ry.vIv ', r ik- c.-a4 Z?®a Z21 c 1s't & 1 r cXas L1 t 1� I v � 1 • � . APPROVED 11 i SITE PLAN ,�°�. r APR 1 6 2015 • �Q2° t e�' ,� I .t JEFFERSON COUNTY DEPT OF CQAIMUIVJTY� a ^'.9 '71, SIGNATURE;( �iv �i iSi.� APPROVED �' \Ares �.SITE PLAN �' I i 0• \ '''. ..:5 :FER�U CT Nc2 ' .OF CO UNITY DE,V e ' AI URE: .--d-- ' I I. tilt• a a lit r A. T_ _ r ✓t n 1a.. , 5 )`hY �`II�±1 Il.' '!„' ' eG 1^ 14 3 -/i—is �. e;• _ I I r t i 1,,/ U i.. 1 -x CIR,A)1 %,,,,,., 4r criaCti. v 1 .4 4-*, - V i)q 3�,rf,.r , MJ1Yi y �. f til fZzvi g 1__." 14 - 00L-12Z- Sc\ de.r" ,.. 0 NOT SIGN INCOMPLETE SITE PLANT rstomer has verified and approved the location of the building onentation of the building to the North and venfies that all Grid Whtte Customer Copy Plain White Mice Copy tales are shown on the dradylnng In Ih9.correp) \ tJ r. - JSTOMER SIGNATURE l "-'f." .lV.e �, / _ i can x ('' I r '' • • - • .., ... -<- , -.--,1 4,\, ' • 1 ,,. 0: •-7-,-(----c:-', ) ,, -c il,-1 , _ _ -::, . . , , ..../. I . , .. c„.:.... cc:A§k-52 ..,,\ e „ ...„- .....„.. t , '.-, e __s'•-,-'.',, -.. . ,..• ,,›,..,w _ ., --... .,.....- <0.., ....... 0. flic713, .,1 . R • . . ‘1,„S• 7 ,. ... ... . 1 , . . • 0 ... . .. ..•-• , 1 A i ,.,.. , ...... i , , ! . , .. v) r J . , „. . ..:•— is-) ,.... 4:. s. co ..".:; .. . I :„. . i . —, )c .,_ C.; , - .A, -r, • ' ,,!; ..; : 1 ‘,„ k.., ,... .1 . •1„ i - .^... 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'77-' ,,f, „ -,„1",--„v":„..--- ,..---....e., •,,- ...:,i , • , (0,-r •-12..., --;,‘•-•:._ 6. 6V Public Utility District #1 Of Jefferson County WATER AVAILABILITY NOTIFICATION Board of Commissioners Barney Burke, District 1 PUBLIC WATER SYSTEM Kenneth A. McMillen, District 2 Wayne G. King, District 3 James G. Parker, Manager To: Jefferson County Environmental Health Department From: Quimper Water System System Operator(s): Eric Storey State ID Number: 05783U Number of existing connections: 2429 (Estimated) Number of permitted connections: 3149 Number of committed connections: JOv This water system is capable of; and will supply potable water to the following location: Assessbr's Parcel ID# `e 7000 q- LegalDescription ' 1 CQu j C01— 5 *** Water Connection is available once all fees/charges have been paid*** Site Address; 13 1491S Acke FicAd 161c(c_ (A),4\ Signature: –� Title: .. Date: THIS IS A NON-BINDING STATEMENT OF WATER AVAILABILITY. IT PROVIDES THAT AT THE TIMEOF REQUEST, WATER IS AVAILABLE WITHIN THIS SYSTEM. THIS NOTIFICATIOON IS GOOD FOR ONE YEAR 230 Chimacum Road/P.O. Box 929,Port Hadlock,WA 98339 PH (360)385-5800 FX(360)385,5945 • • t,oN DEPARTMENT OF COMMUNITY DEVELOPMENT V G 0 r` 621 Sheridan Street,Port Townsend,AV.A 98368 Tel:360.379.4#:iii Fn:.:36,i.3-9.44i i -< \\'eb:«-1/4m.ca.iefferson.wa',a'coi i unin-developmen: E-mail:ded(n co.ie:fersor..�va.us SKr Novo SUPPLEMENTAL APPLICATION DETERMINATION OF ADEQUATE POTABLE WATER L' rr e Owner Name: ) 1 _;t_k. t.CL YY1 rIld Parcel No. ��(g,i —706-0' I crg Site Address: I )7; \-VuL/`; S 4 al 1 g Water Source Existing Proposed Attach Copies of: 1) Well Logs Private well (if no log report on file,a 1 hr stabilization test may be substituted.) 2) Lab analysis tested within 3 years of application. -Total Coliform, Nitrate-N, Chloride 2-Party Well Items above AND recorded Operations& Maintenance agreement and recorded Easement. Alternative Provide justification and design per Jefferson County System: Environmental Health policy 97-01 www.jeffersoncountypublichealth.org/pdf/Policy 97-01 Rainwater_Collection.pdf Valid Water Right Permit: ` ' Generally applies to springs, attach copy. Public Water: Name of Water Provider: -Submit Water Availability Notification form completed by your water purveyor. NOTE: If any of the above utilities need to be installed and disturbance will occur in a public maintained or unmaintained County road and/or Right-of-Way easement,then a Right-of-Way application will be needed. Resolution#99-90 requires building permit applications to provide evidence of an adequate potable water supply per the conditions of RCW 19/7.097 and the Guidelines for Determining Water Availability for New Buildings. 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 making any issued permit null and void. I further agree to that all activities I intend to undertake or complete associated with this application will be performed in compliance with all applicable federal,state and county laws and regulations and I 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. Applicant may request notice of the County's intent to enter upon the property for visits related to this application and subsequent permit issuance. Signature: !�/ c-�_, Print Name: 1/://i:44- J/YY Date: -`J-< a� FOR OFFICE USE ONLY 1) Water Right Permit# 3)Individual Well 2)Public Water Supply WS ID# Meets Water Quality Standards? Yes No In Compliance Yes No WRIA 17 Subbasin SIPZ -Coastal/Moderate/High Yes No Based upon information provided by the applicant,it appears that the potable water supply: Meets Conditionally Meets Does not Meet .* C � iScD1/' 4- 3-19-15 RE: Snyder Site Plan Revision Permit BLD14-00422 — p 1 y Sally, V 3 We are requesting a revision to rotate the proposed carport structure 90 degrees counter clockwise. Entry will now be accessed to the portion of the building along the 48' long side of the building instead of the 40' long side as shown on the original approved site plan. I have also revised the building setbacks accordingly. See attached site plan. Please let me know if you have any questions. Steve Triplett Permit Coordinator Town&Country Post Frame Buildings 425-743-1555 permits@permabilt.com I i pp I \.....,\� 92015 \ MAR1 ----1 \ � t c, GGMtdmNIN GE REVISED dote: own&CO untr . 18521 HlahweJ,99 Salto C Lynnwood WA 9eo3731b1 Ply�so Check After Doing Sits Plan ❑Septic and draintisld Ivy `� 5 POST FRAME B ,INGS Everett(�)258-4171 Puyallup (253)8449552 Li roperty d mansions [fL1e size �� • Adminletratko Haadquanars (425)7431555 ewer line3 71� Draw Neat Artow • A G}Dodieson of ro e "T r d ERMA BI LT FAX (420)742-4370 aoo-624.9552 stlng 6u building Ma n r ka dt Proposed&e>veun C0 P P rtY Conoxter•ue.70WNCPFOBaIT posed bulld� g buildings Quality Our Future f0 � n9s Botltes of water Uepend�On 4„ p•muibpt cam faoebook g c�iace road with name oomrparmemlt Easements 't �7 ZIO Access to proposed building tg Slopes , Job Name �1U 1,/.17./ g Slopes 8 Conlo (5 Increnlama) Tax Accrounta I, /" l' .,( 't !1L"/ ) .,__S ev Legal Description Job Site Address M. AS 0 v� ,r f �t i .,��1, (0054r) 1 Atv eta, . S2 ' (1) 4 No 57-&cPP)t--“' 11 i 5--frA n.V rcr. r _ w 007,9— STC.Nt.A W -- '1b FiAk, ° 7T-Fl 1 t)c 4N 90 0.5(, 4 SVI.-A 15 1.6, Ofd s 5y 5 JA rcoP areR, o:-ck\ e,.der 5V414-40100,, CA/C77 i`si G 1ktiri% 'lc t, 5 5L I) .-> > Q 2 p ® �1 / P eyl,., c i (BPS I. s 4 I92..a i ell _ 1' +4 LL�4 27,00 l� c15L A , G 4- (il i jfJ i Q'Plilyp \ I tt04 /A tIN 11110.1T '747.11IWY r • Se.e a vi S 4. �S �i APPROVE P SITE PL ��s� MA' 2015 JEFFERSON COUNTY Cl' T • .OFCO UNITY YELa ' 1-. p NATURE: $4 —* ' °.bJ i I - REVISED date" 4 �(1 C. o 3-i e-is- ilini") - - - " —7 . ��� !'' MAR 1 9 2015 i. � L ,noG; u�,OiJTY�� I' t' • IEUELOPMENT A ' vim eazi. -1 , 1...:Is 14 OOL12Z St\ \sfie--r. 0 NOT SION INCOMPLETE SITE PLAN! ustomer has verified and approved the location of the building onentatlon of the building to the North and venties that all &has are ehown on this draWin In t 16 correft' tl Grid Whtte Customer Co JSTOMER SIGNATURE` / , �, / 1 , Copy Plain Wh)te Office Copy LEAD tl imam our yr®2012 Perma SIIte InAwMon FA 04 no,r n ro- mosirliii, .m P &!� Site Plan �_lown &Cou11try' 16521 Highway 99,Suite C•Lynnwood,WA 98037-3161 Please Check After Doing Site Plan: C Septic and drainfield hill [1Lot size Country' Draw North Arrow in Circle Everett:(425)258-4171 • (253)840.9552 d property dimensions �fSetba lines t,'1%'1 O ��� POST FRAME BUILDINGS El-Elevation of property �� c Administrative Headquarters: (425)743-1555 [}'Existing buildings al-Setbacks of proposed&existing buildings la(Bodies of water FAX: (425)742-4378 • 800-824-9552 �- ovieroxor PERMA BI LT Contractors Lc.1t:TOWNCPF099LT ' Proposed building ,,Main road with name 0 Slopes permabllt.com •facebook.coMpermabilt Easements „ QAccess to proposed building p Slo es&Contours(5'Increments Quality:Our Future Depends On tt."' P ( �" ) 7\J 1. Job Name: r, f r Job Site Address: h/�" f-`,(/!=N4e--'5 f r% '"' ,r '-r m JY :1 t„i. "•.;6., Legal Description: Tax Account#: r,rt , I`.., 4-. _/1 _ .; f oi-'11>(G') , ,G. 1 A < (• ?/ . , ',•''T t ;t-,C'li c' .1 3 A c t1 r.. a <'4' ll., ,Fr C 0r.,i F ,��i nJ ( �i, c. i_,'~J`�. ;.;'rV1 j/ Ver A•.c a`N t Aj3 r . bff(� —If- , , b,1 •N 60'5 J, 1 I ' ' L4 or . , I 1 I U-10 ja6 coo? A1•e4. of-00,16-Per s(91q la0L, / f �. I ININ t-,2,1—.1) L : Cr Z (- 'GJ IS1 I 14 C c c `. 2-�, ; tea cASL & r cts . 1 isry I 4 . aRo ��' . ` - p 1 'rr1 e s 'r” /q20 60/ DJ/ / 1 C r .., _- , ' 1 ■ . , 0 1 si \ ., \ 4 ` It -��� RevAsed ... I rt 1 1 11 4 ' .. \\\ , I`APPRO VE D t\ \, f t"ITE PIA ■ ( DEC e \ i , N f 1 " EFFERSON C ' DE° .OF COMMUNITY OU DEV NTY OPM Sf ATURE: 'L . \ tq r. r. . .1 p r r, ri Lii fl;-: iiiii DEC 1 5 2011 �.„. it ----J t',2 :;01Y411 u,. r ,(,n 11TYfi!'I'rif)°PA[N7 R — T) \4 — oolt2l- sc\ .\Atr ,, ., ,,,,, {r ., 0 NOT SIGN INCOMPLETE SITE PLAN! ('-., ustomer has verified and approved the location of the building,orientation of the building to the North,and verifies that all Grid White-Customer Copy Plain White-Office Copy ilities are shown on this draVying in the.corre,p tl . Ly JSTOMER SIGNATURE` ` ' .i -6 ' , : t" :� �'" LEAD ri ' ®2012Perma-Bill®Industries FR-34 07/12 IIIIIII111111111IHI - "milimirink ! Draw North Arrow in Circle TO T F L+ Country. 16521 Highway 99,quae C•Lynnwood,425)74 - 55 98037-3161 g u . Id . n g Des UL 2539552 POST FRAME BUILDINGS Administrative Headquarters: (425)743-1555 ® FAX: 425 742-4378 ( ) 800-824-9552 riyou„.•P ERMA BILT Contractor's Lk.it:TOWNCPF099LT Quality:Our Furure Depends On It"' pertnabitt.com•facebook.com/permabilt � PLEASE CHECK Ro9it:::s doors Bays Wind MPH G�O/� / Minimum Clearance ��._._-- DENIM YES NO (please circle) FLOOR PLAN !f ICJ S i 1 I 1 if 1 1 ! I /0,„. CCi3. C,A,"i ES 1 1 1 ^i 1 i>'L_ !?1Ql,1 c C,,''(.7:a- tt f , ' (-,' 7 ' 4 I - IG IT � I ,,.;' {'1 i !i ! ' } {y d ,1 !Li f ! rI ! 1, J t,' ! ! !E ti Li BUILDING ELEVATION Customer has verified and approved the orientation of the building to the North and verifies that all ,=- items specified in Paragraph B of the contract are sown on this drawing and vice versa. 1 11 1111 1 1111 1111 IIII Customer Name..' "� .---- — Lead#: - Customer Signature: O 8 White-Customer Copy Canary-08ice Copy 2012 Perma-Rill®Industries FR-85 07/12 11 y 0 0 cc-`''' C0 DEPARTMENT OF COMMUNITY DEVELOPMENT - W� 621 Sheridan Street,Port Townsend,WA 98368 Tel 3603-9.4450 � Fax:360.379.4451 Web:VAVW.CO.iefferson.wa.us/commurtitydevelopment E-mail:dcdt.co-iefferson.wa.us -TSkI N��� • STORMWATER CALCULATION WORKSHEET -' MLA N PROJECT/APPLICANT NAME: Sr).t -- 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 c'"\ acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 34.1,2<6 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 sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes Well,utilities,etc. 'tr—b sq/ft Does the project convert 21/:acres or more of n native vegetation to pasture? Driveway,parking,roads,etc. — sq/ft Circle: Yes Lawn, landscaping,etc. sq/ft Other compacted surface,etc. n sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance —MO sq/ft Cut . Fill (cu/yd) 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 talc worksheet—REV.10/20/2014 1 • STORM WATER CALULATIONS—IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 1 CP t) sq/ft Structures(all roof area) sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) n (without infiltration below) Driveway,parking, roads, etc I.,� J sq/ft Driveway, parking, roads,etc sq/ft Other sq/ft Other sq/ft Total New sq/ft Total Existing sq/ft TOTAL NEW+ TOTAL EXISTING* cr7 0 sq/ft 'This amount will be used 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: 'b Does the site have 35%or more of existing impervious surface? Circle: Yes 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. (LANDOWNER OR A THORIZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes NO stormwater talc worksheel—REV.10/20t2014 JEFFERSON COUNTY DEC 1 5 2014 w rtc rki. DEPARTMENT OF COMMUNITY DEVELOPMENT : J 621 Sheridan Street • Port Townsend • Washington 98368 YPPMFPIT WO' 360/379-4450 • 360/379-4451 Fax �`S�3INO - http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# PROJECT/APPLICANT NAME: SS-16, r- ('ssi..ta�cki'(\ 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. e s cov.,wv(ILA ain Cam! it A_ : S o "M . } Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. �At r\I MCA S C- 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. 1_1)' .ts *.e 1PAjtgHr _ - 4. Describe the existing soils. Indicate soil type on the site map. f 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 applicable,and indicate acreage of each. .l l 6. Describe any excess levels of noise generated by the proposed use or activity: 4ViAA'Vd`i!1 C/NIM vrVi3.-tC. Sk-oracyi, no egcc,s bui l5 csVNIce stormwater sire,Man template doc-rev.4/28/2014 5 • • ". 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. `v Y SC/-)1 poll Safe/ (� t ken\- A C'('1�+c.c2.1 f lvy( 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.). -. lc. - / r'.-Irr sked \eAl& Permanent Stormwater Control Plan 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. nnnt ,y��ei wall iPe- 6'8 eta pc-i)Icl61,/ bcttw 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed 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.) 11. Describe the performance goals and standards applicable to the project. 12. Describe the flow control system. G9o(,c)\t -Ar,Le) CSIScerSi Sc-q- rlti. 14 t2-� 4t,.}ians slonnwater site plan template.doc-rev.4282074 r 1. . • 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. ��""�� i Caerst`r�e� \tv�ti \.�l�l \ak. (v1� FRC6�. Tc2 c�ISYId(vo<\_ ,.h ��. \PM\6- vs-111\ on\ t0� R\lotd j e areAa )-,1) acdtk \,'Iv v C- D\ Cck\e er.i,t, 2. Establish Construction Access. A42. 4,6 \to Cen5kc1,1 6-4cAr, Arte., c,lTeci d axl 5 s 3. Control Flow Rates. M14tMgk On 4. Install Sediment Controls. MG ; WA/ C'©ft --\ 5`'r` ` ,rv' mum S\oft,. Or) `opti-a-`1 5. Stabilize Soils. GO)\,..S shq\t (oe, t,-.1a0U.ed i4Lrt� Week.,l;.tsV-A crz Sr tgr;, 1 111. Saar t ltg c.r INA kgc,tn sz r)4.) \'u 5.441A re Nloq r1 Cow Mvrz,. Ma,, 2-clay; 6. Protect Slopes. �Uo qacyZ5 pver l at- Slopes ease d `Z/4 , 7. Protect Drain Inlets. C&A- •-■ in 0 100C . (- ;i f DEC l5 2014 Ill -- � TYV-0.1DPMENT slormwaler sde plan lernplate.doc-rev.4/282014 8 • • 13. Describe the water quality system. J0l,i� • 14. Describe the conveyance system analysis and design. 11/4 15. Describe the source of fill material, physical characteristics of fill material,and deposition of excess material. N/A' rte E 1 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. 17. Describe the proposed surfacing material. s,■,1c63 Qi40511 _N) C2r r-e,]e„ peNA 18. Describe methods for restoration of the site. / .1 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. 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. ✓ V 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. N (. stormwater site plan templae.doc—rev.4/28/1014 7 . • • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. ' Curskr\..C<hii>n W�1, LL,r cl+ rr^ Dtal 1/./.Q0.&1,4-r, 1'vJ �L1nna�J Qc' ciA-wtS SI/rtI ae. constsr%, , -9. Control Pollutants. M./ VW s t3 r x..11t 1 ( 4. (i2 ZP. y COA}Alto- CAA . c -ei . lil Secv.t' Xix_c• rIa.r C-cj.r n-.s!a-e- C'k, c__AS , C\5S 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). Mc, 32a,10,1r in5 11.Maiintain Best Management Practices(BMPs). NAP:, n -cei O,n,k M Ut MoxiAp cinrin ( 1,&c, nv A. C r..M AAYA i,lkvirn 3O aNs � i'I5Vc >ha-�AEA-el-AMA/LS V3 SY (vMzea, 12. Manage the Project. Il ■. 'ALA \ -t\ i . _ O1c. Lu cr eve Cv1 t $ t n rlt cn 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas,roads). /1 h pg..x) arc..2.. LJ \1 p ail (Qe/Ogeti,f1\ 1s b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the ik _s e. tr —!I DEC 1 5 2014 It iJ! tit,,fY (1 l', lvl OFyrlX) MFiNT stormaler site plan template doe—rev.4282014 9 • • b. Description of special requirements for working in or near environmentally sensitive areas. N/A--- 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,//4-i rodiibility, settleability, permeability,depth,texture, soil structure). • 5. Construction Phasing. a. Construction sequence b. Construction phasing (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. //"� r C ,fc\- �drieg r;`�w- Gi(J(irD�ynMc� ell Ut t ��e(LS FotFGwf,,5 SSA art 60_ cam, r II. Wet Season Construction Activities. a. Proposed wet season construction activities. b. Proposed wet season construction activities for environmentally sensitive areas. //a- 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. k."1111AM Snyc� H� b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,,if applicable. a. Sediment Ponds/Traps. b. Diversions. l n c. Waterways. V d. Runoff/Stormwater Detention Calculations stormwater site plan tempta?e.doc-rev.4262014 10 • • 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. � i 7, I1 V r_ a. Vicinity Map v__ b. Jefferson County Approval Block c. Erosion and Sediment Control Notes DEC 1 5 2014 2. Site Plan. a. Legal description of subject property. __l f •b. North arrow. c. Indicate boundaries of existing vegetation(e.g.,tree lines,pasture areas, etc.). _jY i C.'i +�°t+TENT d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries Of 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 explained 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 other 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 temptate.doc—rev.4128/2014 11 • • • 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. ^/ - (LANDOWNE R AD REPRESENTATIVE SIGNATURE) (DATE ) 11/`� THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan templatedoc—rev 4262014 t2 • 'Town &Country, 16521 Highway 99,Suite C C.Lynnwood,WA 98037-3161 PI se Check After Doing Site Plan: ❑Septic and drainfield 4JrR P C�'Lot size Drew North Arrow in Circ 1 ' POST FRAME BUILDINGS Everett:(425)258.4171 • Puyallup:(253)840-9552 property dimensions ewer lines A.'I N DT:Elevation of property �� . Administrative Headquarters: (425)743-1555 [existing buildings Setbacks of proposed& buildings of water ���_• FAX. (425)742.4378 •800-824-9552 :Pro Deed buildings building . \\'... 1. ay.uaor ERMA BILT Contractor's Lic,4:TOWNCPF099LT p g Q Accra road with name D Slopes Reality:Our Fume Depends On le.'" pormabot.com• lacebook.com/perrnabilt Easements Access to proposed building El Slopes&Contours(5'increments) Job Name: "---,....1\1(//'11-1 e'..- Job Site Address: ,L/( ',(I::ti F,, TaxAccounr#: Cl/' 77-1"i.4-/ -' (1J"— 'fr=`'-`'.c2, Legal Description: /9C,4 >)(.- ,c it, A t ,.�' C i ,' t.(. }L, Jr f'..Q 1'i''.. i �'T'C.i�17 ',1N Z 1-.. •T... ,. ■ v, cr70K. Y. Q�1Lt''rC 1te1 . Jr ( t .� , 1"1n+N+ f L.. -74 fi 1...)J� .�—t) , 67u"1-Tr,fZ1, 71,,,,... ,.., ,..(oUT5 i o . 5i J.-41 f.4.1 Lucks C�- si A 1. 4 1 y„/-)I i- rltS ; _� 0 i\--1 i / (F < S ' ,,-) ' v. / t,±t ' • C.:. rj / I 61 L -L) 1..• : ICI i e) 1.4 ifI' V 47 ...,..... 1 u Y 8 -�,, �' gyp/0 � 5 � /, T - - `-- 4 E � 2.7 [F,1VI� T - �I NOV - 7 2014 ;'', \ '': ::IF O'Jii:4i INITY DEVELOPMENT '�tf —47 \• r, f! 1 r `\ 1 1 r' cJ NI r \ . \ . r,) n b. z m h hJ (7,i (..) W ' w :t, 5- NOT SIGN INCOMPLETE SITE PLAN! r;; lstomer has verified and approved the location of the bujlding,orientation of the building to the North,and verifies that all Grid White-Customer Copy Plain White-Office Copy . ilities are shown on this dra0yin9'in tha.correct 7Acati JSTOMER SIGNATURE y:,r '-.. LEAD# ;I ' a Ztt ®2012 Perma-Bilt®Industries FR-34 07/12 1 111111 IIIILIIII IIII ••• • • Jefferson County t Department of Public Works it � 623 Sheridan St. Port Townsend, WA 98368 (360) 385-9160 Monte Reinders, P.E. Public Works Director/County Engineer TO: Department of Community Development FROM: Terry Duff, Eng Tech Ill 40- November 24, 2014 SUBJECT: BLD14-00422, Applicant William & Laura Snyder, APN: 962700045 & 962700056 I have reviewed the site plan for the above building permit application and have found that the access shown on the site plan does not match the existing access installed under an Open Right-of-Way Permit (RAP05-00258). I have attached a portion of the as-built road plans submitted under RAP05-00258, for your reference. Public Works is not opposed to the proposed access although the preference would be to use the existing access since any new access would need to be reviewed and approved by this Department. Please contact me with any questions or concerns regarding this matter. 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A splashblock has been added to comply with the stormwater regulations, the access has been corrected to be consistent with the approved access submitted under RAP05-00258. I have also enclosed the SWPPP template filled out. If you have any questions or concerns feel free to contact me. Thank You Jeremy Hammar Permit assist@permabilt.com (425)7434555 n� I II� C) l.! V S DEC 1 5 2014 sOu TY ;:i1rii!P_.__ il TYDFVFIpoMENT Map Output • Page 1 of 1 ArcIMS HTML Viewer Map 1\ T 901121C0• . \ . r ., f r, l � NN . Legend , `"- 962700043 ----. __- Selected Features a JC_Roads 962700044 Parcels+I ON Streams 962700043 962700045 962700103 962700104 962700105 "1 Typo -...,..� • Type 1 96:2700044 ‘,. : Type4 - ... • Type? • Typo .� 902700050. 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'962700092 Legend �`-, 1 Selected Features j 1 931800604 ! �,- �'-., �- .. ---931800901 JC_Roads —T_ 901121001i� — — 1 Parcels-H 1982fG.:U�kt ■ Wetlands 9627110041 962700042 •� _•• � 962100104 (V 1 962700043 I..,, `,•,•., 962700045 962700163 I 1 901121 ■ ._.__j 962700414 ,..,. -..-I- 942700165 962700056 - 982700115 962700046 982700079 N 9-- j 962700099 962700055 - _ , –_—_J -1 '962700098 CC 962700096 9627000/0 000 4 r1 96270004! .. 1962700091 _ 962700060 962700078 4� 962700113 962700112 X2700039962700037 ■ 982700096 j16, 982700075 962700111 62100074 Maas pry vbd by.klbs=Cary Cents 5:.a3 G19 0■•■■2'.1WI I 96270011 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no wan-anty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Nov 21 10:04:14 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 11/21/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Ma 1 L' • 901121001 Uri i T-- --`- Legend 962700049 _--� n Selected Feadres T JC Reede `�.N�. 962700044 I Peres1644 )s ■ Viet lands 962700043 ,.._..,.Irk ,.'.i 962700045 I 962700103 962700104 962700106■ s. 962700044 ~` \s„ '962700056 i 962700046 . 962700079 d I r. 962700055 IL. S Ms.n.D a:.b]v:.c+tr,r,Co.rry C csnr Sr.Cef Sir*5 ,.tC-0+ C®'•.411 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Nov 21 10:04:06 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 11/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map P tird: . , 4 , to Legend r`- ° <.. Selected Features . _ _. . > .._,.., JC_Rosde %V :4 u ''A9 Parcels-H 3Gt ILA :S h " , ., wv,..:C:c44 x {b u2/rr�.yz , c frti2!GY.i_Ne } , s t. s-.1" (1E2 on rti'7y 9 f0 ,„ fit . ,'t, 0111111•11111■ esflllrt \ku-o-. aki'v.•-c'x _wr.__re Se..,c.SB FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Nov 21 10:05:59 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 11/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma. .1111111111111,,r� 90!12,009. " e Willt. 7"' . At Selected Features {y^ JC_Roads 962700043 - `8 Pa rcels+l �,� 9^"`+ 2013 Aerial Photos e At y t' - .962700044 "- "'962 �` 96270I%?45 '� 70047 962100 03 9+i27r0 U4; �'�� 96reo 05 I+I 962'O.44 f ' 1 Y+.. Y s 9627 n4+-4 o *red 4, 111110 .6t. FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its or ectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Nov 21 10:05:51 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 11/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map Legend Selected Features JC_Roads Parcels-H County Zoning NPR-SF tracts R era/Reseant 411 1.5 Rura Rcabontial1.10 Rural Residential 1:20 MPR Single Fweb ■ NPR NuRRernee MPR Resort C4moMr Parts and Recession "..� ■ MPR Open Spam MIRural Farah CommercW Force. 3 In noeing Force. Unary Inauflml . A abort CPF M PR NIMge Center t4, AP 1:20 : ~ .. Rural Vane Comae \ ■ Resource Based Inc \. Light Industrial i'. MPR React lon 276, .Vasa Morel CPf \I] Crossoads-GC fCi21CCO48 Crossroads-CC ■ Crossroads NC gyp■ AL 1:10 (ICAO dean Cowie:re. Cr UGA-Urban Lon,mous,r a: 11.v trordxl,:.c+'r:rrlfore:Cava Srvcc:GC; a® :l UGAaFDR UGA.NDR UGAiublc UGA-1.12R UGA.Vsnor Orcnled Comnerc.a MPR•RRN annnon CF-aR41RLOCom nerseg Fores: M aseral Resource OC r5V FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Nov 21 10.05:17 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 11/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map RY;r6 901121001 Legend -- - ------ .— Selected Features —T—.—_—.-- —~ JC_Roads 962700043 --"- Parcels+l SIPZ 962700044 61 R tie 5I11Z 962700043 862100103 982700100 962700105 I O000mmesnneo 5.02 --- I I destasiSIP2 1 982700056... 962700046 962700079 'Oa,:rue and N Jegvsen Corry Central Sevons GGS - --- .� bilmlipi■Ton FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Nov 21 10:05:07 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=... 11/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map iy it { Legend Selected Features JC_Roads Parcels-H No Shooting Zones O Chimacum-Hadlock nnnan O■n non Donn Pom1 - ❑ Onnnon 4Mnow Canal Tracts Orin non Triton Cow ChlmacumCraet kola Point Pon Ludlow ` I SoulS Coyle Panmsuia f—1 Parse pay `r I Chunacum-Nadkl[R TsIs Shwa 7l ■_1: FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Nov 21 10:05:01 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 11/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map I. � t Legend Selected Features JC_Roads F.. Parcels+) Shoreline Slope Stability Slabb Intantgd yea 962.!v 7 S L!L I I Jnosbc Jnstabb Recant Landslbc ❑ Jnslabb Ob u.bsdc EDModeled 962N1•079 Mors racdod T'-eau,/Cum Car...:,• J 140h FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Nov 21 10:04:49 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 11/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 9c112:c0; f .. . - 1 __ y' , `` ,--.. r•_ Legend 96.2700043 —^---- f N. (+ Selected Features I - _— e� JC_Roads \`•'�_ !7627110044 [ Parcels-11 51 1 Soils-H 962700043 .,-N. CIC 962700045 062700103 962700104 962700105 i 962700044.- li 9627000e61 \l 1 .....\ "\I 1 l—'/ 982700046 ,` It 962700079 /` ,i I �� 7 Tuc up vmWed W Jdnsen Cares Cams Same Gl''962700047— , O_ 149n FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Nov 21 10:02:54 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 11/21/2014 Map Output • 411 Page 1 of 1 ArcIMS HTML Viewer Map i, ' ) ,\\. \ 4 ,l r- r \�.�, —� - _..... _. __ Legend 962700093 '�� r— --_. __ 0 Selected Features 962709949 if JC Roads N.N\ '\ .,, 111 Parcels-N � ll I Contours 96270004.4 i 962700103 962810109 1 96270G•, 10 Foot Contour �' l /° 50 Foes Contour l �. 962700044. 'y --, •9627000961 Fi -- j 9621 co. •..' .,.,,,,, 1 962700019 k-- - - -- t, i �- §62700055 t - —�-_1. 1 1 1 t Won pvMtd a'Jlnan Carey Cat/&moss ' 9 62 700 0 4 7__ . 0 14911 f �_ FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Nov 21 10:02:16 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 11/21/2014 • • • r d.eii✓ /4,6 '.'T cv6.uN,v C 4e.,..1 es-18/.• u Ii ` C • • . A i i t i D • P - • • „I . v • • 'Y. 410 01 Cal 4 W ft 9 F A �.I m • W Ill k, , B �� S 2i G • 1 Kw <� Fa 13 4 'i • • u •: 1. 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Y P.,' a • a • 4' 0 t ve AT 'Si 2I , T mss- b,. ti pm to ci% Oi '3 11 k.$ & .tie`t IH1H Ae � a °w3� 'oL� aq-, HEIIftW. ,, `* a I1J1fl , A £ 43'$ . ^ott 1. 0 gg o o AAE � kkk= b o € ° x a ^ ';' 1o : n3n °r, `y a °o ti � , � � m "n g t o v' X31' i s *` ;'Oilk m h n,1 3 y `n Q b 4i m Z k k $ 3 0 a o d �w e 1, gk i road • • Page 1 of 1 ROAD LOG INFORMATION FOR HAYS ST ROAD NUMBER:P617 ROAD NAME:HAYS ST CROSSROAD NUMBER:C578309 CROSSROAD:CLEVELAND ST CROSSROAD MILE POST:.24 CROSSROAD LEFT OR RIGHT:L ROAD LENGTH:.14 GRID ROAD STARTS:8-C-4 MODIFY DELETE ADDRESS SEARCH ROAD SEARCH CREATION DATE SEARCH ROAD NUMBER:P617 ROAD NAME:HAYS ST CROSSROAD NUMBER:C578309 CROSSROAD:CLEVELAND ST CROSSROAD MILE POST:.24 CROSSROAD LEFT OR RIGHT:L ROAD LENGTH:.14 GRID ROAD STARTS:8-C-4 MODIFY DELETE ADDRESS SEARCH ROAD SEARCH CREATION DATE SEARCH • http://isserver/Address/RoadDetail.asp?ROAD NUMBER=P617 11/21/2014 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. 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. 7. 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. 8. 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 2013-03-07 SFR StdConditions 3/7/2013 1 Fisheries Service can levy pees. Portions of Jefferson County, incl. marine waters, 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. 2013-09-06_SFR_StdConditions 9/6/2013 2 • • pesigD.Criteria for Splashblocks A typical downspout splashblock is shown in Figure 3.13. In general, if the ground is sloped away from the foundation and there is adequate vegetation and area for effective dispersion,splashblocks will adequately disperse storm runoff.If the ground is fairly level,if the structure includes a basement,or if foundation drains are proposed, splashblocks with downspout extensions may be a better choice because the discharge point is movesi away from the foundation.Downspout extensions can include piping to a splashblock/discharge point a considerable distance from the downspout,as long as the runoff can travel through a well-vegetated area as described below. The following apply to the use of splashblocks: 1. Maintain a vegetated flowpath of at least 50 feet between the discharge point and any property line,structure,slope steeper than 15%, stream, wetland,lake,or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 2. A maximum of 700 square feet of roof area may drain to each splashblock. 3. For purposes of maintaining adequate separation of flows discharged from adjacent dispersion devices,the vegetated flowpath segment for the splashblock must not overlap with other flowpath segments, except those associated with sheet flow from a non-native pervious surface. 4. Place a splashblock or a pad of crushed rock(2 feet wide by 3 feet long by 6 inches deep)at each downspout discharge point. 5. No erosion or flooding of downstream properties may result. 6. Have a geotechnical engineer or a licensed geologist,hydrogeologist, or engineering geologist evaluate runoff discharged towards landslide hazard areas.Do not place Splashblocks on or above slopes greater than 15% or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist,or engineering geologist, and approval by the Local Plan Approval Authority. 7. For sites with septic systems,the discharge point must be downslope of the primary and reserve drainfield areas. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions (soil permeability, distance between systems;etc) indicate that this is unnecessary. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-15 • hous Roof I f EEE €€i `. I` 1 l downspout 1l serves up to "."........... 700 sf. Of roof if:::;::; .......... ...... 50' min. 'n.=-=..:_.:_ li Vegetated i - flow path ............. c Splash ::::::•• 1111 block I r € 1 • a nom' ',- Downspout extension NTS • }}- Splash block Figure 3.11-Typical Downspout Splashblock Dispersion Vc xme III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-16 POW, . 2.5 Minimum Requirements This section describes the minimum requirements for stormwater management at development and redevelopment sites. Section 2.4 should be consulted to determine which requirements apply to any given project. Figures 2.4.1,and 2.4.2 should be consulted to determine whether the minimum requirements apply to new surfaces,replaced surfaces, or new and replaced surfaces.Volumes II through V of this manual present Best IVianagemeritPractices(Blv>PS)fotuse'in-meting-the Minimum Requirements. Throughout this chapter,requirements are written in bold and supplemental guidelines that serve as advice and other materials are not in bold. 2.5.1 Minimum Requirement#1: Preparation of Stormwater Site Plans All projects meeting the thresholds in Section 2.4 shall prepare a Stormwater Site Plan for local government review.Stormwater Site Plans shall use site-appropriate development principles, as required and encouraged by local development codes,to retain native vegetation and minimize impervious surfaces to the extent feasible. Stormwater Site Plans shall be prepared in accordance with Chapter 3 of this volume. Objective The 2,000 square feet threshold for hard surfaces and 7,000 square foot threshold for land disturbance are chosen to capture most single family home construction and their equivalent Note that the scope of the stormwater site plan only covers compliance with Minimum Requirements #2 through#5 if the thresholds of 5,000 square feet of hard surface or conversion of 3 acre of vegetation to lawn or landscape, or conversion of 2.5 acres of vegetation to pasture are not exceeded. Supplemental guidelines Projects proposed by departments and agencies within the local government with jurisdiction must comply with this requirement. The local government shall determine the process for ensuring proper project review, inspection, and compliance by its own departments and agencies. Volume I—Minimum Technical Requirements—August 2012 2-16 • • 2.5.2 Minimum Requirement#2: Construction Storrnwater Pollution Prevention (SWPP) Thresholds All new development and redevelopment projects are responsible for preventing erosion and discharge of sediment and other pollutants into receiving waters. Projects which result in 2,000 square feet or more of new plus replaced hard surface area, or which disturb 7,000 square feet or more of land must prepare a Construction SWPP PIan (SWPPP) as part of the Storinwater Site Plan (see Section 2.5.1). Projects that result in less than 2,000 square feet of new plus replaced hard surface area, or disturb less than 7,000 square feet of land are not required to prepare a Construction SWPPP,but must consider all of the 13 Elements of Construction Stormwater Pollution Prevention and develop controls for all elements that pertain to the project site. General Requirements The SWPPP shall include a narrative and drawings.All BMPs shall be clearly referenced in the narrative and marked on the drawings. The SWPPP narrative shall include documentation to explain and justify the pollution prevention decisions made for the project.Each of the 13 elements must be considered and included in the Construction SWPPP unless site conditions render the element unnecessary and the exemption from that element is clearly justified in the narrative of the SWPPP. Clearing and grading activities for developments shall be permitted only if conducted pursuant to an approved site development plan (e.g., subdivision approval)that establishes permitted areas of clearing, grading, cutting, and filling.These permitted clearing and grading areas and any other areas required to preserve critical or sensitive areas,buffers,native growth protection easements,or tree retention areas shall be delineated on the site plans and the development site. The SWPPP shall be implemented beginning with initial land disturbance and until fmal stabilization. Sediment and Erosion control BMPs shall be consistent with the BMPs contained in chapters 3 and 4 of Volume 1T. Seasonal Work Limitations -From October 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown to the satisfaction of the local permitting authority that silt-laden runoff will be prevented from leaving the site through a combination of the following: 1. Site conditions including existing vegetative coverage,slope,soil type and proximity to receiving waters. Volume I—Minimum Technical Requirements—August 2012 2-17 2. Limitations on activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. 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 one hundred percent infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. Project Requirements - Construction SWPPP Elements Element 1: Preserve Vegetation/Mark Clearing Limits . Before beginning land disturbing activities,including clearing and grading, clearly mark all clearing limits,sensitive areas and their buffers, and trees that are to be preserved within the construction area. . Retain the duff layer,native top soil, and natural vegetation in an undisturbed state to the maximum degree practicable. 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 of sediment onto public roads. . Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. . If sediment is tracked off site,clean the affected roadway thoroughly at the end of each day, or more frequently as necessary (for example, during wet weather).Remove sediment from roads by shoveling, sweeping, or pick up and transport the sediment to a controlled sediment disposal area. . Conduct street washing only after sediment is removed in accordance with the above bullet. Volume I—Minimum Technical Requirements—August 2012 2-18 • • Control street wash wastewater by pumping back on-site, or otherwise prevent it from discharging into systems tributary to waters of the State. 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. . Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading.Assure that detention facilities function properly before constructing site improvements (e.g.impervious surfaces). • If 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. . 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. • Minimize sediment discharges from the site.The design, installation and maintenance of erosion and sediment controls must address factors such as the amount,frequency,intensity and duration of precipitation,the nature of resulting stormwater runoff,and soil characteristics,including the range of soil particle sizes expected to be present on the site. • Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility.Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard in Element#3, bullet#1. • Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. . Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. Vahwie 1—Minimum Technical Requirements—August 2012 2-19 • • Element 5: Stabilize Soils • Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion.Applicable BMPs include, but are not limited to: temporary and permanent seeding,sodding,mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base early on areas to be paved, and dust control. • Control stormwafer volume and velocity within the site to minimize soil erosion.. . Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. . Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion: ▪ During the dry season (May 1 -Sept.30): 7 days . During the wet season. (October 1 -April 30): 2 days • Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. ▪ Stabilize soil stockpiles from erosion,protected with sediment trapping measures, and where possible, be located away from storm drain inlets,waterways and drainage channels. . Minimize the amount of soil exposed during construction activity. • Minimize the disturbance of steep slopes. ▪ Minimize soil compaction and, unless infeasible,preserve topsoil. 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 (for example,track walking). . Divert off-site stormwater(run-on)or ground water away from slopes and disturbed areas with interceptor dikes,pipes and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. . At the top of slopes, collect drainage in pipe slope drains or protected channels to prevent erosion. . Temporary pipe slope drains must handle the peak 10-minute velocity of flow from a Type 1A, 10-year, 24-hour frequency Volume 1—Minimum Technical Requirements—August 2012 2-20 I • storm for the developed condition. Alternatively, the l0-year and 1-hour flow rate predicted by an approved continuous runoff model,increased by a factor of 1.6, may be used.The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits.For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition,whichever will produce the highest flow rates. If using the Western Washington Hydrology Model(WWR■ ) to predict flows,bare soil areas should be modeled as "landscaped" area. • Place excavated material on the uphill side of trenches,consistent with safety and space considerations: • Place check dams at regular intervals within constructed channels that are cut down a slope. Element 7: Protect Drain Inlets • • Protect all storm drain inlets made operable during construction so that stormwater runoff shall not enter the conveyance system without first being filtered or treated to remove sediment. • Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). Element 8: Stabilize Channels and Outlets • Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: Channels must handle the peak 10-minute velocity of flow from a Type IA, 10-year,24-hour frequency storm for the developed condition.Alternatively,the 10-year, 1-hour flow rate indicated by an approved continuous runoff model, increased by a factor of 1.6,may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates.If using the Western Washington Hydrology Model (WWHM) to predict flows,bare soil areas should be modeled as "landscaped area. • Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes and downstream reaches at the outlets of all conveyance systems. Volume I—Minimum Technical Requirements August 2012 -21 • IL + a • • Element 9: Control Pollutants . Design,install,implement and maintain effective pollution prevention measures to minimize the discharge of pollutants. . Handle and dispose of all pollutants,including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. • Provide cover, containment, and protection from vandalism for all chemicals,liquid products,petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment.Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest take within the containment structure.Double-walled tanks do not require additional secondary containment. . Conduct maintenance, fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. . Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland application, or to the sanitary sewer,with local sewer district approval. . Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. . Use BMPs to prevent contamination of stormwater runoff by pH a modi in sources.The sources for this contamination modifying include, but are not limited to: bulk cement,cement kiln dust,fly ash,new Crete washing g 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 water quality standards. . Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only.Do not wash out concrete trucks onto the ground, or into storm drains, open ditches,streets, or streams.Do not dump excess concrete on-site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Volume I-Minimum Technical Requirements-August 2012 7_72 • • • Obtain written approval from Ecology before using chemical treatment other than CO2 or dry ice to adjust pH. Element 10: Control De-Watering • Discharge foundation,vault, and trench de-watering water,which has similar characteristics to stormwater runoff at the site,into a controlled conveyance system before discharge to a sediment trap or sediment pond. • Discharge clean,non-turbid de-watering water, such as well-point ground water,to systems tributary to, or directly into surface waters of the State, as specified in Element#8,provided the de-. watering flow does not cause erosion or flooding of receiving waters.Do not route clean dewatering water through stormwater sediment ponds.Note that"surface waters of the State"may exist on a construction site as well as off site; for example, a creek running through a site. • Handle highly turbid or otherwise contaminated dewatering water separately from stormwater. . Other treatment or disposal options may include: 1. Infiltration. 2. Transport off-site in a vehicle,such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval,if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. Element 11: Maintain BMPs • Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. . Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. Volume I—Minimum Technical Requirements—August 2012 2-23 r• • • Element 12: Manage The Project . phase development projects to the maximum degree practicable and take into account seasonal work limitations. Inspection and monitoring-Inspect,maintain and repair all BMPs as needed to assure continued performance of their intended function. Projects regulated under the Construction Stormwater General Permit must conduct site inspections and monitoring in accordance with Special Condition S4 of the Construction Stormwater General Permit. . Maintaining an updated construction SWPPP-Maintain,update, and implement the SWPPP. . Projects that disturb one or more acres must have site inspections conducted by a Certified Erosion and Sediment Control Lead (CESCL).Project sites disturbing less than one acre may have a CESCL or a person without CESCL certification conduct inspections.By the initiation of construction,the SWPPP must identify the CESCL ox-inspector,who must be present on-site or on calf at all tunes. . The CESCL or inspector(project sites less than one acre)must have the skills to assess the: . Site conditions and construction activities that could impact the quality of stormwater_ . Effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. . The CESCL or inspector must examine stormwater visually for the presence of suspended sediment,turbidity, discoloration, and oil sheen. They must evaluate the effectiveness of BMPs and determine if it is necessary to install,maintain, or repair BMPs to improve the quality of stormwater discharges. Based on the results of the inspection, construction site operators must correct the problems identified by: . Reviewing the SWPPP for compliance with the 13 construction SWPPP elements and making appropriate revisions within 7 days of the inspection. . Immediately beginning the process of fully implementing and maintaining appropriate source control and/or treatment BMPs as soon as possible, addressing the problems not later than within 10 days of the inspection. If installation of necessary treatment BMPs is not feasible within 10 days,the construction,site operator may request an extension within the initial 10-day response period. Volume I-Minimum Technical Requirements-August 2012 2-24 1 • • • Documenting BMP implementation and maintenance in the site log book (sites larger than 1 acre). • The CESCL or inspector must inspect all areas disturbed by construction activities, all BMPs, and all stormwater discharge points at least once every calendar week and within 24 hours of any discharge from the site. (For purposes of this condition,individual discharge events that last more than one day do not require daily inspections. For example, if a stounwater pond discharges continuously over the course of a week, only one inspection is required that week.) The CESCL or inspector may reduce the inspection frequency for temporary stabilized,inactive sites to once every calendar month. Element 13: Protect Low Impact Development BMPs • Protect all Bioretention and Rain Garden BMPs from sedimentation through installation and maintenance of erosion and sediment control BMPs on portions of the site that drain into the Bioretention and/or Rain Garden BMPs. Restore the BMPs to their fully functioning condition if they accumulate sediment during construction.Restoring the BMP must include removal of sediment and any sediment-laden Bioretention/rain garden soils, and replacing the removed soils with soils meeting the design specification. • Prevent compacting Bioretention and rain garden BMPs by excluding construction equipment and foot traffic. Protect completed lawn and landscaped areas from compaction due to construction equipment. • Control erosion and avoid introducing sediment from surrounding land uses onto permeable pavements. Do not allow muddy construction equipment on the base material or pavement.Do not allow sediment-laden runoff onto permeable pavements or base materials. • Pavement fouled with sediments or no longer passing an initial infiltration test must be cleaned using procedures in accordance with this manual or the manufacturer's procedures. • Keep all heavy equipment off existing soils under LID facilities that have been excavated to final grade to retain the infiltration rate of the soils. Volume I—Minimum Technical Requirements—August 2012 2-25 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00422 Received Date: 11/14/2014 SITE ADDRESS: 133 HAYS ST Issue Date 4/16/2015 PORT HADLOCK, 98339 Expiration Date 4/16/2016 OWNER: WILLIAM J SNYDER PHONE: 360-531-0891 LAURA M SNYDER 351 SENTINEL FIRS RD PORT HADLOCK WA 98339-9763 9627 SUBDIVISION: Block: Lot: PARCEL NUMBER: 962700045 Section: 12 Township: 29 N Range: 1V1 CONTRACTOR: TOWN &COUNTRY POST& FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2015 PROJECT DESCRIPTION: NEW POLE BUILDING (edit: not gar or carport per definition) NO HEAT 4/6/15 ADDED PLUMBING TO PERMIT- SEP14-00045 TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 37,286.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: U-1 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 1,920 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Plan Check $302.25 SRE 11/14/14 151735 Exist: Exist: State Building Code $4.50 SRE 11/14/14 151735 Prop: Prop: Permit $0.00 SRE 04/06/15 Total: Total: Permit $336.00 SRE 11/14/14 151735 Potable Water Application $129.00 SRE 04/06/15 154277 Total: $771.75 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 Division Permit Number: BLD14-00422 Applicant: SNYDER BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 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 days 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 3/18/21 Setbacks building turned 90 degrees. Post holes already dug as new site plan • indicates.M 13. Post Holes Post Holes 3/18/2015 Under. nd Plumbing 4/7/2015 U'.erground Plumbing • Rough-in Plumbing F• raming F• raming 3/31 115 Insulation:Walls Insulation:Ceiling W• allboard N.. ng A• ddress 'osted F• IN' FINAL Building plumbing was added,needing revision,taken out of finaled status eptic System Finaled sep14-45 not installed. A final inspection will not be scheduled until the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable)•• FINAL INSPECTION I��IS— – i-r--- f�,u F.tb ley FINAL INS C v ECTION UST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD14-00422 1.) The sewer line from the proposed bathroom must be installed as shown on the septic site plan approved under SEP14-45. Maintain 2' min. setback from the foundation and install outside of the downslope protection area of the reserve and drainfield area. The sewer line MUST NOT BE INSTALLED IN THE TRAVELED WAY OF THE DRIVEWAY. 2.) SEPTIC SYSTEM COMPONENT SETBACKS TO STORMWATER MANAGEMENT FACILITIES - Any interceptor/curtain drain or foundation drain, or any other source of water that is downgradient or below MUST be setback a minimum of 30'from any septic system dispersal area (drainfield) and 5'from any septic tanks. Splash blocks must be directed away from ALL septic components. Subsurface stormwater infiltration, subsurface soil dispersal systems with NO discharge point must be located a minimum of 10 ft. downgradient of the drainfield. 3.) This is an approval for a bathroom in a small enclosed area in a pole building, as revised on 4/6/15. Approval of this permit does not provide any assurance of future approvals for onsite sewage disposal on the property or use of any existing septic systems. Actions taken to date and proposed as part of this project may limit or prevent future development of an onsite sewage system. Future proposals must meet current code at the time of application. 4.) Site plan revised, 4/6/15 to add bathroom. Owner must maintain a 10' minimum separation between the water line and any onsite sewage system components including sewage transport lines. 5.) 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. 6.) The revised site plan as submitted with the building application for a new pole building garage with plumbing on December 15, 2014 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 December 16, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. In conjunction with the revised site plan received March 19, 2015 and stamped approved March 23, 2015. In conjunction with the revised site plan received April 6, 2015 and stamped approved April 16, 2015. 7.) This approval is for a new pole building garage with plumbing 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. • • 8.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 9.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 10.) This parcel is within a no shooting area per JCC 8.50. 11.) AWB \\tidemark\data\forms1F_BLD_Permit_Bldg.rpt 4/16/2015 • Jefferson County Building Division Permit Number: BLD14-00422 Applicant: SNYDER BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 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 3/18/2015 V�t ,�E-6 Setbacks �' building turned 90 degrees. Post holes already dug as new site plan indicates. MEB. Post Holes Post Holes 3/18/2015 ma- (}j Framing ,i305 104 4 Blocking&Tie Down Address Posted 0f/is Naed �y aler i s- E/H ' OM A final inspection will not be scheduled until the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION 3/3///` FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD14-00422 1.) No plumbing has been reviewed or approved for this project by Jefferson County Public Health. Additional requirements may apply if plumbing is proposed. 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 revised site plan as submitted with the building application for a new pole building garage on December 15, 2014 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 December 16, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. In conjunction with the revised site plan received March 19, 2015 and stamped approved March 23, 2015. 4.) This approval is for a new pole building 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.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 6.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 7.) This parcel is within a no shooting area per JCC 8.50. 8.) AWB \\tidemark\data\fomrs\F_BLD_Permit_BIdg.rpt 3/25/2015 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00422 Received Date: 11/14/2014 SITE ADDRESS: 133 HAYS ST Issue Date 3/25/2015 PORT HADLOCK, 98339 Expiration Date 3/25/2016 OWNER: WILLIAM J SNYDER PHONE: 360-531-0891 LAURA M SNYDER 351 SENTINEL FIRS RD PORT HADLOCK WA 98339-9763 9627 SUBDIVISION: Block: Lot: PARCEL NUMBER: 962700045 Section: 12 Township: 29 N Range: 1111 CONTRACTOR: TOWN &COUNTRY POST & FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2015 PROJECT DESCRIPTION: NEW POLE BUILDING (edit: not gar or carport per definition) NO HEAT NO PLUMBING SE P 14-00045 TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 37,286.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: U-1 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 1,920 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $465.00 SRE 11/14/14 151735 Exist: Exist: Plan Check $302.25 SRE 11/14/14 151735 Prop: Prop: State Building Code $4.50 SRE 11/14/14 151735 Total: Total: Total: $771.75 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 • • CONDITIONS for Building Permit# :BLD14-00422 1.) No plumbing has been reviewed or approved for this project by Jefferson County Public Health. Additional requirements may apply if plumbing is proposed. 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 revised site plan as submitted with the building application for a new pole building garage on December 15, 2014 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 December 16, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) This is for universal DRD conditions - not for custom case type specific conditions. 5.) This approval is for a new pole building 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. 6.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 7.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 8.) This parcel is within a no shooting area per JCC 8.50. 9.) AWB \\tidemark\data\forms\F_BLD_Permit_Bldg.rpt 12/22/2014 • • Jefferson County Building Division Permit Number: BLD14-00422 Applicant: SNYDER BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 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 Post Holes Framing Blocking&Tie Down Address Posted A final inspection will not be scheduled until the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD14-00422 Received Date: 11/14/2014 SITE ADDRESS: 133 HAYS ST Issue Date 12/22/2014 PORT HADLOCK, 98339 Expiration Date 12/22/2015 OWNER: WILLIAM J SNYDER PHONE: 360-531-0891 LAURA M SNYDER 351 SENTINEL FIRS RD PORT HADLOCK WA 98339-9763 9627 SUBDIVISION: Block: Lot: PARCEL NUMBER: 962700045 Section: 12 Township: 29 N Range: 1\t CONTRACTOR: TOWN &COUNTRY POST & FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2015 PROJECT DESCRIPTION: NEW POLE BUILDING (edit: not gar or carport per definition) NO HEAT NO PLUMBING SEP14-00045 TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 37,286.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: U-1 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 1 920 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $465.00 SRE 11/14/14 151735 Exist: Exist: Plan Check $302.25 SRE 11/14/14 151735 Prop: Prop: State Building Code $4.50 SRE 11/14/14 151735 Total: Total: Total: $771.75 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