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HomeMy WebLinkAboutBLD2014-00360 fik UILDING PERMIT APPLICAIN BLDI4-00360 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00360 Received Date: 10/7/2014 SITE ADDRESS: 245 MC CURDY POINT RD PORT TOWNSEND, 98368 OWNER: MARK BERLIN PHONE: 360-385-9983 GENERAL DELIVERY PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: 3 PARCEL NUMBER: 101325003 Section: 32 Township: 31 N Range: 1V1 CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI NEW DETACHED GARAGE 22X26 NO HEAT - NO WATER SEP93-00286 TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 0 VALUATION 35,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: DE RAGE: 572 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 State Building Code $4.50 SRE 10/06/14 151615 Permit $432.00 SRE 10/06/14 151615 AP PI�®1/ Plan Check $280.80 SRE 10/06/14 151615 Total: $717.30 NOV 6 2Q14 Jefferson Courhty L-CL \\tidemark\data\forms\F_BLD_App_Bld.rpt 10/7/2014 SON CO DEPARTMENT OF COMMUNITY DEVELOPMENT 1 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4430 I Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevclopmcnt N 0 E-mail: dcd(alco.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT #: BLD14-00360 APPLICANT: MARK BERLIN PHONE: 360-385-9983 GENERAL DELIVERY PORT TOWNSEND WA 98368 SITE ADDRESS: 245 MC CURDY POINT RD Issue Date: 11/26/2014 PORT TOWNSEND, 98368 Final Date: 6/3/2015 SUBDIVISION: Block: Lot: 3 PARCEL NUMBER: 101325003 Section: 32 Township: 31 N Range: iw PROJECT DESCRIPTION: NEW DETACHED GARAGE -22x26 NO HEAT - NO WATER SEP93-00286 THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes O THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 6/3/2015 1/tidemark ldatalforms\F_BLD_Occupancy.rpt 6/10/2015 44�sON 0'0o JEFFERSON COUNTY �" DEPARTMENT OF COMMUNITY DEVELOPMENT ` 4411f NUSO Date: LJ-/,3 Time Received: S / amj Mon. Wed. Thur. Fri. Date: 7 -/C,/ BLD: )7 320 Contact Name: Owner: Contact Number: 360 S— 9q?3 Address: 2.c/$' iM Cc coy 206 Notes: S"re),CK/l t.✓-9-1 1 2s✓ Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling e_5 ON cO ;� °? JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT �k,9'rH1 4 9' Date: Gf-/ Time Received: /3Z-- am/ m' Mon. Tue. Wed. Fri. Date: 4/-Z BLD: /C1- �j4O Contact Name: Owner: Contact Number: 360 q fS, Address: 2,Y5- (MCurzly /P% 206 Notes: 5f Foundation Plumbing Framing Propane Tank Mechanical I Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall )( Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation ppliance Underfloor Gas/W od stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block& Tile Ceiling wpgON ,-.0G 1 JEFFERSON COUNTY RSHfNG 0 s DEPARTMENT OF COMMUNITY DEVELOPMENT (P_Z ,y3% Date: —2-rime Received: C am,��-- �1 �!Tl Mon. L / ed� Thur. Fri. / Date: BLD: 1z_ SbO Contact Name: Owner: Address: q Contact Number: 360 `f ;_f'3 l, 206 Notes: Foundation Plumbing g Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Footing Furance II g Rough In Air Seal Above ground Stemwall Gas Hydronic Exterior shear Exterior lines Straps Hot Water Htr Oil Interior shear Interior lines Post Hole Ducts Ventilation Underfloor Appliance Man-Homes Gas/Wood stove Insulation Setbacks Floor Final Inspection Foundation Wall Address Posted Block&Tile Ceiling k../W ''N °Oc JEFFERSON COUNTY 4 K DEPARTMENT O F CO M MUN ITY DEVELOPMENT 9SfI NG1 Date: 0 3 °Time Received: /l c/S"' /p111 Mon. Tue. Wed. Thur. ri. Date: 5 / BLD: / II- 36, b Contact Name: Owner: Contact Number: 360 5-- 9,c/e3 Address: 2 L/ 5- m �,,;,(.0 y 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling Kirk Bake ARCHITECTS LLC 1 4601 Mason Street I Port Townsend WA 98368 1 360 85 6140 5xarchitect @gmail.corn 2014 The calculations herein comply with the requirements of t'-e 2012 IBC(international Building Code),IRC(international Residential Code),WFCM(Wood Frame Construction Manual),AISI(American Iron and Steel Institute),C•FS/PM (cold-Formed Steel Framing-Prescriptive Method for one and two family dwellings). Prescriptive nailing, construction methods and techniques shall apply unless otherwise noted and detailed. Seismic zone: Dl; (see design for additional parameters) Snow load: 30psf Floor load: 50psf(10DL+4OLL) Roof load: 40psf(10DL+3OLL) Exterior deck load: 65psf(DL+LL) Living roof load: 125psf(where applicable) 6528 Fl GIST,FIe.D DL(hay storage,if applic.): 125psf '"`" Wind speed: 100mph,exposure `B" Wind loading: 20psf Weathering probability: Moderate '' Frost line depth: 18" ^3'k< Termite infestation prob.: Slight to Moderate Decay probability: Slight to Moderate Winter design Temp.: 20 degrees F Reinforcement steel: Fy>=60ksi Concrete strength: 2400psi U.O.N. Concrete weight: 145#/cu.ft. Soil weight: 100#/cu.ft. Wood: P.T.Hem-Fir Sole plate. D.Fir#2 all structural members(except studs)U.O.N. G>_ 75psi U.O.N. GLB's:Fb 2400psi Shear-wall: 15/32"min.sheathing U.O.N.; 8d nails U.O.N.;double 2x6 sill plate( ud sill)at loads at or above 300#/lf; double studs at panel nailing 2"o.c. ;solid 2 ■ blocking at horizontal panel edges where 2"edge nailing is required. Hold-downs . d corresponding anchors shall be installed per manufactures specifications Concrete: Concrete retaining walls shall not be backfilled prior to a 28 day cure,t lical retaining walls shall not be backfilled without floor&floor-framing coil Dieted and anchored to concrete per specification. Concrete shall not be poured at t 1 peratures below 40deg.F. Max.A.B. Spacing: 16"OTC.u.o.n.Backfill material s all consist of course free-drain and dry material with drain tile for moisture remov.I only. Clayey sands,poorly graded sand-clay mixes,inorganic silts and clayey ,ilts, inorganic clays of loss to medium plasticity, organic silts and silt clays,lu w plasticity,inorganic clayey silts,elastic silts,inorganic clays of high plas 'city, organic clays and silty clays,and sand-silt clay, SHALL NOT be used as backfill material. Inform architect of special conditions when R.W.is to be over 9'high,30' in length,or when sir charges may occur or exist. Air density: 1.0 Soil bearing: 1500psf vertically; 100psf/ft(bearing), 130psf(sliding)laterally Calculator: Hewlett Packard 12c with RPN data entry '"' OP'' Sincerely, Kirk Boike,Architect #6528 expires:30 April 2016 E C MME_ u� OCT ' 6 2014 R ON _ J fPT Of 1LFfECOMMUNITY COUNTY OEVELOPM Il Kirk Boike ARCHITECTS LLC 0 4601 Mason St 0 Port Townsend WA 98368 0 360.385.6140 -`, 5xarchitect@gmail.com HE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE,AND SHALL REMAIN,THE PROPERTY OF KIRK BOIKE, ARCHITECT. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS, ETC,PERTAINING TO THE WORK BEFORE PROCEEDING. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. THE INFORMATION CONTAINED HEARIN SHALL ONLY BE USED FOR ONE JOB AND ONE JOB ADDRESS ONLY. SEPERATE JOBS REQUIRE THEIR OWN SET OF DOCUMENTATION. CALCULATIONS AND CRAVINGS INGS VOID F NOT STAMPED AND SIGNED IN INK. PHOTOCOPYS NOT ALLOWED. k-/S.'r rt t- 4. coE.6.,/(1-1' 1-' uhdi s: rs wLrCr 4.7. --,f- '2p!4 - I t s T - TIZdJSS @-24"0,C , ilCa)-t I3 4I I 9 I 5- I(Q' LL 213` =$ 23 II � h / r \ ; I MaUaBOD t S I- 1i� I g 6,12.13"410.6`W5 I I 51126"4"13:6 r C I D i v A 8! ,1 1__ ____ ___ /.__, _f\_^-G ' r-O- F1.464. t1E �/GrL i U co._ tca' '-: 30 W= Soo N(% 1000 C&21d7 Lbw F)(A) 5t-4 ?"c 5/Lt' but 1..to t�1= 1. 44 ..r IA. _ 2co (2o)(nXq) 14169 71' 5 i o CsoXtrXq) 1 41 so 1498 e v - Q -c oaI Lt_ WA I 22 (2QXI3X01) 2 3-4-c, 10 _ t 2 162 (s0Y13)(1) 2341, tAI , 1 t SHEAR-WALL SCHEDULE _ _ - - . t 4 15/32'C•C:C-D SHEATHING w/Bd's @ 6"O.C. (260) - ■ - - -- • 15/32'C-C;C-D SHEATHING w/ed's 4.O.C. (380) - I t '15132"C-C;C-D SHEATHING w/81:1%(§3.0.C. (490) - )- +5 1 o(:.. •15/32"C-C;C-D SHEATHING w/8d's 2 2'0 C. (640) +I ` �` (Double plates•panel edges.) - - j 1- _ • ( 15132'STRUCTURAL Al SHEATHING w/lod's @ 2.5' 1 25'O.C. EDGES;3'IN FIELD(1280) 0 12'OR 5/8"G.W.B.w/6d's41 6'O.C. I I .1ril+` Ita" HOLD-DOWN SCHEDULE I I SIMPSON CMST 14!16(6490/4585) 1 SIMPSON HD58,HTT5,HDU5;(4505,4670,5645) AB.: PA85 24 �- '— �u •> SIMPSON HD08SDS2.5,HDU8SDS25;(5715,6970)vd4x4 A.B.: PART 24 - - -- 44 q II-12u • SIMPSON HDU11SDS25,HD014SDS25,HDU14-SDS2.5 A.B.: PA88-24 (9539,13710,14445) t a'-to" ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURERS SPECS. TO ACHIEVE MAXIMUM DESIGNED STRENGTHS. • . (ID . .. 0 • . St.,. - x —._—_ ---_—. ____ ,..-- r 6 K.. - - ---.',4, A& &....._ '',1 z•;" i (, I , 1 , „ ' 91 c -1., i • ° , , 1 (1) IC , -, ,.. __ -t ,,,,,,,.., ,/,' ,.,, „ --„ , 1 ', -- A [LI , \ in ' ( tit L_ 1 . 0 ,' '........ ' i 7) ril t t , ,, -,, • 6 LI) t - 1 ^ ...,. , ....... , Z. „ ,,, to 1.) i Eli -.. 4., „. ' II 41) VI „, ‘ , 6N e - , 0 0 , -AI (0 , „. , „. rtl e ,,,, „......, , ,i 0 I* ..., , 11P''''' / ...._ ,,,, ,, 1 9 I 5 ; ' „..... .. / ''---- ''''''';-' '/-. 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G.-p • • > t An.?ca o r--1 •••-\"1:) 6 5 , 44--r---r 5 , OF- -1--)P0 5 -7Aw-36c-LOR- BoVr6 n1/4•5 -6 -2-'''t" . /3 --/-- / ; --1 .• • — • 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]THIS LIST IS A WORK IN PROGRESSAND PLEASE NOTDE. LETIONS MADE AT T ME. USE CURR NT LIST. ADDITIONS/ ST Standard Conditions for ResidenSevelopment in Jefferson County • 1. LIGHTING. Lighting fixtures shall be designed and hooded to prevent the light source from be ng directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, .uring 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 finishe• grade, excepting when such lighting is an integral part of a building or structure. Ground level lightin• 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 unl:ss totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all .pplicable performance and development standards specific to the district in which the storage is kept, a d shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18. 0 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where -pecified 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, Automo•ile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in : critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family esidence. 6. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does of excuse the applicant from complying with other local, state and federal ordinances, regulations or statu s, 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, an federal ordinances, regulations, or statutes applicable to the proposed development, but consistent wit 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 th Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance id 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 Chu salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 200 , Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed speci s (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the Nationa Marine 2013-03-07 S;B StdConditions 3/7/20 13 Fisheries Service can levy sties. Portions of Jefferson County. iflSng marine waters are included • as "critical habitat" for a listed species, Development of property along any marine shorelin. , freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the pot:ntial 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 area. 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 the discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8t 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 leg:I 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 :agles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to fear 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 de elopment 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_SR StdConditions 9/5/2013 2 0 • /'1 .,-----R cd D ow n 5 v0 A / Hel-13e 4/ / Catch Basin A:Al / (Yard Drain) .." ../ . - Doxtnspell .,„ o DRY WELL 48 In11 Dia rioter Hole Filled with PLAN VIEW . ilia-3"Washed - - Dro.in R o 6: Nrs „,----R.cot Dimnsr.c.al r--Math C et 111,7rf of Hole. with r Caxed Kt HotrAl /-0.eerflow 1 or Cter near Srie,sh Block Topscil— i i Fli„,,6})with Sin'a.ce \ ,,,,,,m,,,,, . .i.L15,1.1111,11111 " ' '.0,.' • „ ,,. _ . -- I ,.: 4%,,,,z.:,if...,;.,„.. . ., '-- --) - wistire. I rItn. —41" 4144*-V4141tittrPictur,- fif)W "r.j.--6 . ca"--t,• rirVel ..,-- -- ad I ,----- \ — --- — *,—lln,,f'd a. .,rtillirl"'(". .11-4'''14517,i'llwals11241N47:1,1 Fine Mesh Svreol Chin Pil- 9,01- -'6'7,11.1, .1717.413Z' ,•Pf s •°' It:4- .tuts: (1&11 Drain) la 4 ra i 1 %' 48 irci-i DiarlY,A.Or ,! ' n- i*Triin. 14__________— Siciff-3 of Hole— ..t. Hole Filled wit i Lined with ;:' -1112-3"Washed --- Fite Fallit: . - Drain Bod4 kri -1– 06.- 441A 1 M . I'a':0.-")m -FQ:tErTA)"ri: 1 DRIt' WELL H bh 3v)u-aAvalsr Thbl9 SECTION -I NTS Figure 3.1.4-Typical Downspout Infiltration Drywell Source: King County I Volume III–Hydrologic Analysis and Flow Control BMPs–August 2012 3-9 I • Setbacks Local governments may require specific setbacks in sites with slopes over 40%, land slide areas,open water features, springs, wells, and septic tank drain fields.Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: 1. All infiltration systems should be at Ieast 10 feet from any structure, property line, or sensitive area(except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%.This setback may be reduced to 15 feet based on a geotechnical evaluation,but in no instances may it be less than the buffer width. 3. For sites with septic systems,infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. I III d Analysis III—Hydrologic yszs and Flow Control BMPs—August 2012 3-10 r for Infiltration These s s are designed as specified below. Drywells Genera 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impeimeable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served.When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum)and deep enough to contain the gravel amounts specified above for the soil ty-je and impervious surface served_ 4. Filter fabric (geotextile)must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25% (4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist, or engineering geologist, and with • jurisdiction approval. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-6 . /50 06, JEFFERSO•OUNTYl� 'v" • •., DEPARTMENT OF COMMUNITY DEVELOPMENT _ ' _ � '' - 4 t 621 Sheridan Street • Port Townsend • Washington 98368 a -- 4y 360/379-4450 • 360/379-4451 Fax i 5 0� www.co.jefferson.wa.us/commdevelopmenl i ��; ' OCT - 6 014 J L. _ Master Permit Application MLA`•`" Project Descri.tion(include separate sheets as necessary): f;F COMMUNITY DEl ELOPMENT I- • 6 c rte. 27-K2 ATE:4' 00 1-6.4- No w 2 - Tax Parcel Number: I O 1 3 7.5 0 0 3 Property Size: 5 Ackr (acres/square feet) Site Address and/or Directions to Property: 2 5 MC Curd1 PoiA+ (L<I 2�otik Towtnj?rnd , WA ('3 Property Owner(s)of Record: M as t( l! t i Telephone:30 38c 118 3 nFax: email:M 6t' I t h dL•r(f•CoM Mailing Address: 2.'fS .IAaC4r4y ff 1949 �or+ TAis, Jeir-(,✓A 4$36$ Applicant/Agent(if different from owner): Telephone: Fax: email: _ Mailing Address: What kind of Permit?(Check each box that applies ❑Lot or Road Segregation ❑Building ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Single Family M Garage Attached Detached ❑Conditional Use[C(a),C(d), or C]** • Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification O Commercia!" ❑Special Use(Essential Public Facilities)** 10 Change of Use ❑ Boundary Line Adjustment ❑ Address 0 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 ❑ Plat Vacation/Alteration** ❑ Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Site Plan Approval Aavance Determination(SPAAD)* ❑ Shoreline Management Substantial Developn?ent** ❑Temporary Use ❑Shoreline Management Variance I ❑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 6Jk i uc Q to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE V Date: eQ+. 2 r7 Z v f t f By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true an 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 thi-. 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 " orney'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 inspecti. . taffs access and right of entry will be assumed unless the applicant informs the C. my in writing at the time of the application the • • she w:n prior otice. Signature: _ �` _ Date: ''" 2( Lot The action or actions Applicant will ndertake 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 . : ' c•. piian : ' the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable -spo' ib ity fo • ern. o and complying with the ESA. The Applicant has read this disclaimer and sig sand dates it below. Signature: A Date : .. r s Ol BUILDER STATEMENT • The signer of this .tatem-nt doe- : certif that they are the Owners of the parcel referenced herein•that they are not licensed contractors and that they will be assum g the -•son• r e i eneral Contractor for the proposed project. Signature: \ 2 O ( L( ` Date: —.1-12-74- 2—C( GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHC;NE: FAX: - S J bS 'Cb � ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTORS LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL VProject Type: Frame Type: Bathrooms: I Shoreline: Type,of Sewage Disposal: New e Wood Existing: L: Sewer 7 Addition 0 Steel Proposed: Bank C Community System C Repair . C Concrete Total: Height: n Individual Syst m .gyp P Masonry —_ SEP Permit#, 28�/ L Demolition o Other: Bedrooms: Water Supply: pp y' Existing: Setback: o Private we l u Two Party Type of Heat: Proposed: u Public Total: Name of System: If this is a Commercial Project you must answer the following: . Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces; Number of occupants(includes owners,tenants,employees,etc) Current Proposed 13C Occupancy: . IGC 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 i Above ground Tank Size of Propane Tank: l Heat Stove i Cook Stove i Woodstove i Fireplace Insert t Hot Water Tank 1 Pellet Stove i Other • Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying fora permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines, buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review: 2ntl Floor Heated — Consistency Review: _ f]t °C) Other Heated Base fee: IJ 4 32 ' Mezzanine ' I • Additional Section: - Heated Basement UU Plan Check fee: e0• O Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: Garage/Carport ^ —._ Decks 5 / ob (1- 2 01,( .1 k 4���3•r-10 SUBTOTAL ' 043 '3 V 911/Rd Approach fee: Other _ TOTAL: $ ft j I '5• 3)0 Receipt Number: 1.5 t (el Cash/Check Number: r� ESTIMATED COST(REQUIRED) Date: �.���...y////! V .Fair market value of all labor and materials foundation to finish IQ(C/' 4* 35,OOP Initials: C, (1 (:-1FP.mv(-Pnrv.11tflii ma N rCHH+I\rian cnn..r.', ...... .. ... • • �� �.g,-,,ON C'06. JEFFERSON COUNTY rz \.c-k.'c.,-3 DEPARTMENT OF COMMUNITY DEVELOPTI Try n V IR [-) 1 I i�lI r .._.-.____ '"'' 621 Sheridan Street • Port Townsend • Washingtort 8181368 1,s, ,SO) 360/379-4450 . 360/379-4451 Fax ■ OCT — 6 2014 IINO http://www.co.jefferson.wa.us/commdevelopment/ ' , .�I_ JEFFERSON COUNTY Stormwater Calculation Worksheet --- r' ^r�T.OF CCMM1�UP,ITY CFVFIOPM 1 I MLA# PROJECT/APPLICANT NAME: Y1O4L geir\•t t' i 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 appiloval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if req fired. /! 7a 3 PARCEL SIZE(I.E., SITE) Size of parcel `I acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 6006 sq/ft 20 6, 7 I 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: C Does the project convert' acres or more of Construction site for structures fl sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank, etc. 0 sq/ft Circle: Yes No Well, utilities, etc. 0 sq/ft Does the project convert 21/2 acres or More of native vegetation to pasture? Driveway, parking,roads, etc. a sq/ft 01, ' Circle: Yes Lawn, landscaping, etc. 0 sq/ft Other compacted surface, etc. / Q0 sq/ft Indicate Total Volumes of Proposed: b Total Land Disturbance I CP sq/ft Cut 2'2/ Fill ci' Icu/yd) [over] stormwater talc worksheet Rev 9-9-2010—REV 9/9/2010 • • 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 i creased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials. and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS– IMPERVIOUS SURFACE NEW u EXISTING Structures(all roof area) 6 T"�,1 1 sq/ft Structures (all roof area) I ` 4 c sq/ft Sidewalks 0 sq/ft Sidewalks 0 _sq/ft Patios 0 sq/ft Patios • 0 sq/ft Solid Decks 6 sq/ft Solid Decks 0 sq/ft (without infiltration below) (without infiltration below) F Driveway, parking, roads,etc 0 sq/ft Driveway, parking, roads, etc S 5° sq/ft Other 0 sq/ft Other _sq/ft Total New p ytf _gsq/ft Total Existing (CI I Q s sg/ft TOTAL NEW+TOTAL EXISTING* rJ-16'7 / sq/ft `This amount will be used BY STAFF to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: ,0 I Zi % Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medim" 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 knowledge. I also certify that this application is being made with the full knowledge and consent of all ow e affec d pro erty. ('_ANDOINN OR AUTHORIZED REPRE ENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL MEDIUM LARGE__ REDEVELOPMENT Stormwater Site Plan: Yes No stormwater calc worksheet Rev 9-9-2010—REV 9/9/2010 JEFFERSON COUNTY bcn No. 151615 DATE 0 - I RECEIVED FROM T10 L A '✓I f .f1 DESCRIPTION BARS# AMOUNT CURRENCY E_ �/4 tEv -7c • CJ COIN Cow v_eV' is „.. 00 �/1 y'c CHECKS )'- 7 9-. Li - G. • C:U 10 1 - CO3 4D Scc.nnr [S • UU 2 3?S• � PT\ i x90 ' 2) ° o eu tJD"fir,/i/f�,u VIkbi Si the Lt - so o of °, of v „.., 1 RECEIVED BY - S t' 1 TOTAL 10t-l3 .S 0 Parcel Details Page 1 of 2 • • Jefferson County + o _ Home County Info Departments Search Parcel Number: 101325003 i SEARCH Parcel Number: 101325003 Printer Friendly Owner Mailing Address: MARK BERLIN GENERAL DELIVERY PORT TOWNSEND WA98368 Site Address: 245 MCCURDY POINT RD PORT TOWNSEND 98368 Section: 32 School District: Port Townsend (50) Qtr Section: SW1/4 Fire Dist: Chimacum (1) Township: 31N Tax Status: Taxable Range: 1W Tax Code: 0111 Planning area: Quimper (2) Sub Division: Assessor's Land Use Code: 1100 - Residential - Single Unit Property Description: MIDDLEPOINT LAND CONSERVANCY LARGE LOT SUB-DIVISION LOT 3 SUBJ/JLT CONSERV EASE V394/P80 Tax, A/V, Sales, Photos,and Permit Data Bldg Data Mao Parcel plats&Surveys Septic Monitoring Info . '. • ,. Jefferson County , HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later kie Windows- Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?Parcel NO=101325003 10/6/2014 • • Sally Ellis Subject: Mark Berlin Start: Mon 10/6/2014 9:00 AM End: Mon 10/6/2014 10:30 AM Recurrence: Weekly Recurrence Pattern: every Monday from 9:00 AM to 10:30 AM Organizer: Mary Blain Name of Appt person: Mark Berlin Phone Number: 360-385-9983 Name of Property Owner: Mark Berlin Parcel Number: 101325003 Address, if applicable: 245 McCurdy Point Rd Project: (NSFR, SPAAD etc?) Detached Garage t " s Op Front Parcel Review • /2-/-6`d S6'<> Parcel 101325003 Printed: October 15, 2014 MARK BERLIN Site Address(es): GENERAL DELIVERY 245 MC CURDY POINT RD PORT TOWNSEND, WA 98368 PORT TOWNSEND, WA 98368 Parcel Number: 101325003 S-T-R: 32-31N-1W Total Acreagc 5 Legal Description MIDDLEPOINT LAND CONSERVANCY LARGE LOT Land Use: 1100 SUB-DIVISION LOT 3 SUBJ/JLT CONSERV EASE V394/P80 Flood District: Fire District: 1 Planning Area: 21 Flood Map(FIRM) Panel No: School District 50 Zoning: ir) S COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map (Property lines on submitted plot plan must match the roperty lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property ES NO �I, �At� " ir��c t,d I'r• 2J. CP,c,,,ed.—e� [ ] Parcel Tags or Scanned Documents NO 64s,b,,Atrp _ [ ] ESA's: Special Reports Nearby 4110 NO /(�� t� �6"b...-rs 3 [ ] Designated Ag YES [ ] Shoreline Designation: NO NsYUyekL�i4r� [ ] Shoreline Slope Stability: YES NO (A4 �' sr�Slc - 6,;11;,s Stream Type:YES 67 FWHCA: NO Wetlands: ES NO ,s,(o- 5�„�(; plc Rare Plants:YES CO Seismic: `t`F > NO /14,3 Landslide: NO uQl,4 ll ` Flood: - • . - , ).,- a lP <( o Erosion: YES De � s' Aquifer Recharge Area:6 NO A , . �� f�/� SIPZ: none At Risk High ' isk Coast) CMZ: none High Risk Moderate RiskDisconnected CMZ vialriv‘� Stormwater site plan sub is•tted: Ye tgro [ ] Forest Lands: YES 0 Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES S [ ] Agricultural Lands: YES co [ ] Archaeology: YES NO [ ] No Shooting Zone: YES NO [ ] Stormwater: New Impervious urface z,/ Land Disturbing Activity ?D ESA's/k(,4-9,-C'rS Stormwater Req's:Min • #2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Ai sort YES rN ' MRL YES a�io '� Forest Lands YES la [ ] Landscaping Required: Yes 4 [ ] Parking Spaces Requires 4 6 2 Other l 1 Buildinl; Height: 35' UBC I - J [ ] Impervious Surface coveragwircentage: 612, Resource Lands&Public: 10% Rural Residential: 25% Rural Industrie/Per UDC Sec 6.7 • Rural Commercial: 60% Area of Building Coverage:600/0 in Rural Industrial Lands only [ ] Total Building (s) Size: 2/4' Opc.vsc,L 17£}9 z t 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: 2c. Left Side: 15 Right Side: $- Rear: 5 Shoreline Setback: j37 LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES (Xa [ ] Flood Certificate: [ ] Existing Case(s)&Col•ition(s): Violations: Yes to 1 [ ] Recorded Date of Su.division: , A N '1 '-'. ever 5yrs=UDC Plat Conditions: " i •3'S)�"4Ift��I 4rJ <5yrs=PJat.Cond' on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictiv- Covenant - us a itted: YES NO [ ] UGA No Protest Agreement YES��ubmitted: YES cr. [ ] Site Visit conducted YES 50 [ ] Require Final Zoning Approval YES [ ] ADMIN: Setbacks entere: •. ' - 'Ian case N/A YES New Parcel T. .: - ered in Permit Plan N/A YES Spe .. 'eports Scanned N/A YES Title Notes Updated Parcel tags found for parcel 101325003 1.) WSRC Coaching - 2012-09-05 ADU shoreline setback 08/08/2013 SMP Parcel tags found for parcel 101325003 2.) WSRC Coaching - 2012-09-05 ADU shoreline setback 08/08/2013 CAO Parcel tags found for parcel 101325003 3.) WSRC Coaching - 2011-02-06 ADU shoreline setback 08/08/2013 Other Parcel tags found for parcel 101325003 4.) Erosion/Sedimen Plan required OK BY BOMI 09/21195 10/09/1995 Parcel tags found for parcel 101325003 5.) JLT CONSERVATIO #355053/Vol 394, p. 80 12/13/1995 Cases Associated with APN 101325003 Review Cases Name Type Status Planner BLD14-00360 BERLIN P Application Received: 10/7/2014 Permit Issued/Case closed: Case Finaled- NEW DETACHED GAHAGE 22X26 NO HEAT- NO WATER SEP93-00286 BLD93-00454 LESSMEIER F Application Received: 6/30/1993 Permit Issued/Case closed: 7/13/1993 Case Finaled: 10/9/1995 single family residence-covenants on the property OTH93-00012 LESSMEIER A Application Received: 6/30/1993 Permit Issued/Case closed: 7/2/1993 Case Finaled: private well BLD95-00454 LESSMEIER F Application Received: 8/10/1995 Permit Issued/Case closed: 8/22/1995 Case Finaled: 8/27/1996 Garden shed M LA03-00439 \\tidemark\data\forms\R_Parcel_CRMLA.rpt 10/15/2014 Pate 2 of 3 i _ _ ZONO3 00051 MLA03-00439 MORGAN • E Stacie Hoskins ' Application Received: 8/6/2003 Per I Issued/Case closed: 8/25/2003 Case Finaled: Site Plan Approval Advance Determination MLA13-00034 BLD13-00055 MLA13-00034 BERLIN I F David Wayne Johnson Application Received: 2/14/2013 Permit Issued/Case closed: 3/28/2013 Case Finaled: 10/30/2013 UNHTD MUDROOM & NEW DECK ADDITION TO EXIST SFR - REVISED SEP93-00286 LESSMEIER F Application Received: 2/4/1991 Permit Issued/Case closed: 7/12/1993 Case Finaled: 12/3/1993 SOM93-00286 ROSS TRUSTEE RCR Application Received: 12/3/1993 Permit Issued/Case closed: 9/5/2012 Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 10/15/2014 Page 3 of 3 litUILDING PERMIT APPLICAfON BLD14-00360 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00360 Received Date: 10/7/2014 SITE ADDRESS: 245 MC CURDY POINT RD PORT TOWNSEND, 98368 OWNER: MARK BERLIN PHONE: 360-385-9983 GENERAL DELIVERY PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: 3 PARCEL NUMBER: 101325003 Section: 32 Township: 31 N Range: 1V■ CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOt NEW DETACHED GARAGE 22X26 NO HEAT- NO WATER SEP93-00286 TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 0 VALUATION 35,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: DE RAGE: 572 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 State Building Code $4.50 SRE 10/06/14 151615 Permit $432.00 SRE 10/06/14 151615 Plan Check $280.80 SRE 10/06/14 151615 Total: $717.30 \\tidemark\datalforms\F_BLD_App_Bld.rpt 10/7/2014 e • • •11 , "_--1, „—R ccif D CM'n.:ip:11.-t, H121.s.-.....e :14'' 1 C-atch b .sin 141 ..--,../ ,A (Yard Drain) \-2°11 • --- Doirnpott . •=,--.,-1 0 DRY VifELL 4E I rth Dia cri--tEr Hole Filled wish PLAN VIEW 1112-34 V(.a ah pij - Drain Rod.: NTS -11 ek-sf Dogn4g.1. r Mark Centpr., of Hole with r Car...peci Pk/. HQ U.Sc3 ,. e--CAreif low or Olher Fleans k Srlash Block Topzicil— i FILnhwith airrace •.A. 1.11tAldWil 1 ''Iti 441, It- ..z. , 'ii-2-14.12 —)k.' r . -------- ..„, ... ..r,,,,t.•41.40.: I Trim L AV iti:.vtv _.-•••-- \ . . timi.:'101. 11:07 .-4,13 ci -tiP51- :=3- t- —him,43 tia_ i 1-4,ree- -- 1 elva 4- "- - 111-11-700ig° Catch Ba;.-sin 061•11 Drairi) lo t ;•„.: Z1' 48 Irch Diameter •'! 4?1)1,1- Sicie3 of Hole ,...,- Hole Filled with i 1 Lined with VS -Ilk-34 Wa.sheci ..... Fitter Fabric-. k. Drain Pock a. s 1.5)-min. Mm . 1'-.4b...-ns-,9 -`,..k.--_,-_, ■13 I DRY WELL I-1 bh iSrotiodvr.,,t;r 7.•ibt.3 A SECTION 1 NTS Figure 3.1.4-Typical Downspout Infiltration Drywell Source: King County Volume ill-Hydrologic Analysis and Flow Control BMPs-August 2012 3-9 ' Standard Conditions for Residen• Development in Jefferson County • i ;NG: Lighting fixtures snail be desi:ne; and hooded to prevent the iicht source from be ng directly v:s:O,e from outside the boundaries of the property. The Intensity Or brightness of all light:no, wring construction and after project completion shall net adversely affect the use of surrounding pro erties or ao pining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finish d grade, excepting when such lighting is an integral part of a building or structure. Ground level lightin is encouraged. i 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 1 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner{and shall create no fire, safety, health or sanitary hazard. I 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 inia 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 stormwaier, 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 ROW 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 s uncovered, all activity in the immediate area shall be halted; and the Administrator shall be noti hied 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 20 0. 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 2017,-03-07_S:3_S CCOnditions 3i7/H113 for Infiltration These sSms are designed as specified below. Drywells General • 1. Drywell bottoms must be a minimum of 1 foot above seasonal high, ground water level or impermeable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served. When located in medium sands, , drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum)and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric (geotextile)must be placed on top of the drain rock and on trench or drywell sides prior to bacllling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration dryweIls must not be built on slopes greater than 25% (4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist,or engineering geologist, and with • jurisdiction approval. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-6 • r y� L ~j ! ,- ) . 6, ---JEFFERSON COUNTY 1 � ti -__�• ti DEPARTMENT OF COMMUNITY: f i::_JFLOPMENT ;,,, `� nn I L9 J. 11 621 Sheridan Street • Port Townsend • Washington 98368 I -- 360l379 4450 • 3601379-445 Fax ,C)/ www.co.jefferson.wa.us/commdevelopment n^r �)� FAIN Master Permit Application MLA` " - ■ Project Descri.tion(include separate sheets as necessary " m{[?r 'rtpp;fF r e • 6G•%f6 7-K2_ 6 00 Neal NO WATEYZ — Tax Parcel Number: (O ( 3 7.5 0 0 3 Property Size: S /-ore-3 (acres/square feet) Site Address and/or Directions to Property: Z•45 /t't C Cul 81 Poi in+ (L d ek'cowmn.S eyt a i W Ft Property Owner(s)of Record: Mew k 0e( ( i V. Telephone:3‘O 38c9' 83 /Fax: !7 email: �eJ � 'A dC.re.eoM Mailing Address: 2•15 AA c"C..rd y ei 14Y ro f+ `rooms e.+& I WA 4 83 6 8 Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: I What kind of Permit?(Check each box that applies ❑Lot or Road Segregation ❑Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family u2(Garage Attached Detached ❑Conditional Use[C(a),C(d), or C3** ❑ Manufactured Home .❑ Module:: . Discretionary"D"or Unnamed Use Classification 0 Commercial* ❑Special Use(Essential Public Facilities)** ' 0 Change of Use ❑ Boundary Line Adjustment ❑ Address__ ❑Road Approach_ ❑Short Plat** ❑ Home Business ❑Cottage Industry ❑Binding Site Plan" ❑Propane ❑Long Plat** 0 Sign ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration"" ❑ Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development" 0 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: �i DESIGNATION OF AGENT I hereby designate G•./' °•r I,Q to act as my agent in matters relating ts••'N opt�his application for permit(s). OWNER SIGNATURE v Date: 2C 2 0/ I t 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 inspecti• . taffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that • . she w:n : prior otice. Signature: Date: -4, 24- Lo(if 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 lair 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 endangeredlspecies regarding your action(s)even if you • ; •n c.. plian : wit the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable -spo .ib ity fo a• erin. o and complying with the ESA The Applicant has read this disclaimer and signsend dates itbelow. Signature: 1:,- ' Date: See-- 2014 ■ BUILDER STATEMENT The signer of this .talem•nt doe• s,,cenif that they are the Owners of the parce:referenced herein,that they are not licensed contractors and that they will be asscm ng the •••on• • : he i eneral Contractor for the proposed project. Signature: ; Date: __ - i--r.f 2 e t GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: • ,I '�'Q2 ( ) ( ) • MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAx:( ) MAILING ADDRESS: EMAIL ( Project Type: Frame Type: Bathrooms: Shoreline: Type.of Sewage Disposal: V New I Wood Existing: Sewer l L' Addition 5 Steel Proposed: Bank U Community System C Alteration/Remodel o Concrete Total: Height: U Individual Syst m C Repair ^ Masonry __ f r, 1-9,11p 9 Demolition O Other:rY Bedrooms: Water Supp y: ' +� Existing: Setback: U Private well a Two Party Type of Heat: Proposed: Public Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: . IBC Type of construction: Will you have Food'Service? Yes ' No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: i Underground Tank i Above ground Tank Size of Propane Tank: i Heat Stove i Cook Stove i Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove I 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 fines, buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review: 77 q • oU 2"°Floor Heated Consistency Review — Other Heated UU Base fee: 432 . Mezzanine I Additional Section: I - �i 1O Heated Basement Plan Check fee: a Bo' 8 D Unheated Basement . State Surcharge fee: ° Other Unheated' Pot Water Review fee: Garage/Carport0 /�2 — Decks 51a. (-1- 1 ��� �gi � od:13•NU SUBTOTAL ' 0H3 •30 911/Rd Approach fee: Other TOTAL: $ t .5. ))d Receipt Number: t5 ) co( Cash/Check Number: l ESTIMATED COST(REQUIRED) Date: V 'Fair market value of all labor and materials foundation to finish ICY(/'I` I 37 Q� °/- Initials: C _— q • 7/31103 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 frorri 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 an. 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 b- used in SIPZ. 19. Hose bibs (outdoor spigots)for outdoor water use should not be used in SIPZ. [end] PLEASE NOTE:THIS LIST IS A WORK IN PROGRESSAND MAY HAVE ADDITIONS/ DELETIONS MADE ATANY TIME. USE CURRENT LIST. M • i 4 oN `�G� JEFFERSON COUNTY ti ■ DEPARTMENT OF COMMUNITY DEVELOPMENT > 'L. (1W 1--}\ IG _ _*' 621 Sheridan Street • Port Townsend • Washington 98368 ) ' ∎O 360/379-4450 . 360/379-4451 Fax ^j i qSFINO http://www.co.jefferson.wa.us/commdevelopment/ i '� 1 ,- :SkSt:?d COUrv'TY Stormwater Calculation Worksheet " "�Qr`'r10 MLA# PROJECT(APPLICANT NAME: �(�,r� ,e r-\` ' 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. �I '� 2 PARCEL SIZE(I.E., SITE' Size of parcel ' acres An acre contains 43,560 square feet. Multiply the acreage by this figure. I1'/�,f. '�i; Size of parcel in square feet ' 4 P sglft x.05-, ? R Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cove (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 th, 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 ore of Construction site for structures a sq/ft native vegetation to lawn or landscap d areas? Drainfield, septic tank, etc. 0 sq/ft Circle: Yes No II 1 Well, utilities, etc. 0 sq/ft Does the project convert 2'/x acres o more of native vegetation to pasture? Driveway,parking,roads, etc. © sq/ft Circle: Yes No Lawn, landscaping, etc. sq/ft Other compacted surface, etc. 0 sq/ft Indicate Total Volumes of Prop sed: Total Land Disturbance ( I a sglft Cut_ i, Fill 0 (cu/yd) [over] • • • e 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 ncreased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops. walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials. and oiled. macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW 61, f EXISTING I 1 r/ Structures (all roof area) " sq/ft Structures (all roof area) I 14 7 sq/ft Sidewalks 0 sq/ft Sidewalks 0 sq/ft Patios 0 sq/ft Patios 0 sq/ft Solid Decks 6 sq/ft Solid Decks 0 r_sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc 0 sq/ft Driveway, parking, roads, etc 8 5 d sq/ft Other sq/ft Other q sq/ft Total New ‘r{q _sglft Total Existing ( 1 S sq/ft TOTAL NEW+TOTAL EXISTING* & G 3 / sg/ft "This amount will be used BY STAFF to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 10I Z Does the site have 35% or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attache Figure 2 should be used to determine the applicable Minimum Requirements. if the answer is no, the proposal is considered new cevelopment and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to d termine 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 o Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements o control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick Op 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 rreet 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 provide herein is true and correct to the best o •• knowledge. I also certify that this application is being made with the full knowledg and consent of all ow he affec -d pro•erty. I q125- ( 2_oIti (LANDOWN OR AUTHORIZED REPRE ENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL MEDIUM_ LARGE REDEVELOPMENT, Stormwater Site Plan: Yes No stormwater calc worksheet Rev 9-9-2010—RFV 9r9DnII1 , Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map I 1.. I �. . ': Legend sr, 5e Iected Feature s 'i,'___. yi. n12="j2 _ ,��;rt JC_Roads .. Parcels-H w�y�3 �0r�'..'.2�L41)2 Heritage Points "mow. '_.S2�Vti7 ,... ••34 3.Y2,1 / •0•_4i�:..:. ... .__. k.",r4Y P /12 2132yfR 001062026 ■ 001052052 '6 e''''' .,0•052637,f.:-` 001052022_ . - co'052052 ... Jt __ 00,052005202,�.___... 'r,,r .__.- 001052035 rr. 00 2G10 __.._� f ------ i ; , 001052038 ;` VA7052437 1062033 08,052024 +',' 00 _ ..�wded try 00106202i'001062031 001052034 001052097 ".� Carty Central.Serous GE 001062057 001052030--T FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respedt to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Odt 15 09:43:08 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... ! 10/15/2014 Map Output • • Page 1 of 1 , ArcIMS HTML Viewer Map r "Ily 74:,. L I 1 I--.��1 1 16f Legend Selected Features __ JC_Roads - Parcels-11 County Zoning MPRSF Tracts `` Rural Rasnlont tai 1:5 101321CC■1 '� Rural RasdonlW L10 ■ ' / / ___ '"*"-,........__ Row Read:W 1:20 MPR Snow candy i MPR NurtRamdy lam' PR Revert Comvlas • r r ±._"._«. Park and Raeranron / 10132]00] / .r ■ MPRl Open Space Fodut ak Rural Forest r �� - ■ Gaimrwrcul Forest j • 22 •{;,2 Qo Maeu m mg FO +t / p"\ .;.2,z!.4.:•:'2 Hoary Indust ran •fj' 2 'Cy3 V `��._.. . Aheort CRT _ '.1LJi n1 ■ MPR VdUpe Cantor _ yl 101323004 ■ AP 12o ■ Rural Vdlaga Center .2 _'r. . Rasourw Based Ind. VI Lpht Industrial MPR,Raeoaton •n•3PdJ,v, 'V Si s:'1 Waste Mgnd CPF • `° L - LYM `--` l-, r _. a Crasaoads.GC ■• ::•:',..,,,,.:22 __ elu32 . Crossroads.CC _1,_1. t•1.' . Crwavaads-NC Lr 23 r•r.h2r;.'!. . AL 1:20 LC 051:'2.1 tiiii UGA-Urban Gemmel-col Cr' .:6E`33 '44:Y7 W06202L'0{'0b2'J3' UGA-Urban Lpht Mdu Mrra Y.,.,su:dd ily_c'trw r Co,CY Cora 5c'.rw G1'00?0.620h/ -C'Lez0X1 0. 1Sr., — UGA.MOR UGA-NDR UGA-Ps Sic UGA-LUR UGA.Vesrtor Orontud Comnmcai MPR• RN Unnnon CF.001'MRLOCormnorcal Forest Mineral Rowe roe Overlay 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.Wed Oct 15 09:08:26 2014 a http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 10/15/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map -t- ,./z/./- ----- \ ::-„,,__: I - ) ■ `2. •t•I ■—___ i. '/ Legend /// .------, Selected Features 1 ,z±- JC_Roads PT le L.:12.z e Parcels-H 41=,1" •,...•..s.e...4_kt.e Shoreline Slope Stability —..r,,„, ..... ..rn `Cr.12Y-..):' I I .-'u.a.".11 'C:'32'_-..X.1 7 intenrod we 'V; ...J5 C '■...'lz 1,...,4 / 0 Unstable / s El Unsiable Recent Landshde 7 '.2..22',-•:A! 0 U n le stab Ole Landslide , ....`" 4VYZ III Coddled / / N14' t■''''' / 'Le / 00.1052037 , -- Or.)'0520cz 001052040 / 004 05202' /2'Co.'.‘2023 _-_ _ .:_2'.. / 7 . ---- 00i062038 L06202 4 . ______ l.r..,•vt...cri33 CO-062031 00t062028M05203* _..creoy0011 %II. rue dod ole 4dIerson Cal/S.Centel&moos GE0010520s 7 00'(620-30 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.Wed Oct 15 09 17.09 2014 1 1 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceNarne=ovmap&ClientVersion=... 10/15/2014 , - Map Output • IIII Page 1 of 1 ArcIMS HTML Viewer Map . ....---,..__, . .•'..". . ? ... . , ■'. / // ' .../ . '... . ' / / N.. ... '..-- \...... __. . .-".. "'.. . / -- ____,......___ / 101323005 101323006 / 101323003 ,/ l I Legend / I Selected Features / ,1 ----4P- ■ 101323006 ,,,, s 32MI 1-,, 10,32sool 1 . , JC_Road 101325002 4.--A, —__..1 ! Parcels-hl ." i 101325002 ■ SMP_Shoreline '...nlf""••■•4 1 101325003 Environmental - -- , .........r 101325003 Designations - 10132S0 Viso.... t." 101325004 / ,-...-:' 10 6 13250:15 ------ 101323004 , El Aqu.s1 c """' at-- —101323006 "- I El Censervancy 1 -.!!' / ."..:- 101325007 1-1 ' M ligh Intensrly / / / — 101325006 _____101325003 H 101325003 NA --- 101323004:i_ , l / 001052026 . lf-- ------4' A PI-panty Agualoc LI / 001062027 0',0s 00052036 : ,..1.7'062030 H %oral,ne Rasp:112M 8,1 ./ / 815Ni- i / ..1 00,062062 00'052037 I , ,/ ,/ 001052022 1731062032 / / 001062021 , . , ..771062040 .. 031052035 i/ . 001012033 1_ T , -001062033 I----wia52°24----.i / 001052034 - 2 — (A)1062031 , i.... 001662026 001052031 / 001062041 ' Mors mantled by Jdksson Gouty Ce* Se-a(45 Moo tam? 001062030 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.Wed Oct 15 09:17:46 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovrnap&ClientVersion=... 10/15/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map r 101323002 ___ I w R:aX17... (01323063 Legend 4-0— .i.10132;ucw Selected Feature s 101325001 -- 7013250011 JC_Rwds 101325002 - ---_.� Parcels-H ��11,0•� 101325002 ■ Wetlands 1013~1 9. 11 .4 / -•~,.,vF In 101325003 .----_ y 101325001 _. ____101 3.25003 —%---- 101323004 .._.__. 101325090 5 101325907 1-1 101325008 101125007 t0732'M8 "'c.. _ 10/325009 �tOt32300A^ .-001052026 ._...._ .. _—_____..�001062027-- _-- ''e' 001052036 W.052039 - 907062052 fr. �i, 001052037 .___ ,, t W 1052032 y 960529z _______ _ . 001052040 001052021 001052035 001052023 - ,001052036 , 00106202 051052024 - 001062033 r _... .1 051062031 00706202E 061052031 001962031 001052041 Mars aandadWxdbtm Canty Cow*Sereces GAF 00.105,20s? 001052030...._j—O 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.Wed Oct 15 09:20:43 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 10/15/2014 Map Output • Ili Page 1 of 1 ArcIMS HTML Viewer Map ...- , \, , 7 . \ ... / \ . % . r . I Z''''• il 1013232.:• . / ) / '03323003 1 101323006 Legend , / ,-r 1013 -- 0 Selected Features 231306 .. •._.--.4. ,,X)11 ....,. , i JC_Roads ' ./''' F Pa me Is-H .. ... 101325662 • Landslide Haze rd . 101325003 V44....,1 ""4"."°"""V"0040..--,,,,,101325003 SIKlas • 101325004 . --... 101325004 ifk thgb 101325005 r --- 101323604 _ _2_101329305 Madera,c 101325006 - ,_ 1013256406 SIN 41 _ _ _101325007 ‘sr,Add—c-ed 101125007 . - r6ly p ,Lrr,,A .. 1013254306 Re 001052026 - i0 t 325009 ,'- dr./1052027 U0*0520 S, _;461,- 001052036 (• / .1k--- ,..0"052052 1 001052022 091052032 .y.)=062021 .•/ • . . .r 00106204._ , — ---— 001052036 .26'052023 i ;.' 1001062024 001062036 L_ooloszo24 , -- —-001062033 001052034 , : - .201062031 0114362026 00I652031 . 0010520A• k1.1, I.h.-dad trr JelkniOn Carty Glard&reels GIE001052057 00106200 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.Wed Oct 15 09:25:16 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?AerviceName=ovmap&ClientVersion=... ,10/15/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Ma f' Y ! n .w.y, rs.#'vtay.a.stxe.. L 1 it Yf Y�l '':1323005 701323005 Legend s-= m Selected Features �i. 1013230'M 4,. --.1_{.r .' JC_Roads : '` Pa roe Is-H 1p, FE MA FIRMS a "7""momr. +1y:]3 ■ A ® MI P5SM?5 . X800 1 ■ other a: (1 Q p 001052052 tO ..__ ..r.1 r 001M70» _ _ `, 00•-052031 IL W1052027 r ; 007052023 T--"a 001054' _.__ 1062033 00 052024_ , — !__--001062037 001062028001052031 001052034 09 r-1• Max va..dad ty JallersanCo.nty Gerard&Imam Grop105,2057 901052030 ■ 69.311 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.Wed Oct 15 09:31:58 2014 I i 1 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... '10/15/2014 - L r , Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map , 12 ICI' •4y /�,, 1 l /I :j i f.+` • r! I, ' 101323005 , ! i' 101323007r t 4,323003 rr \ +i , -10t II m Legend / r� + -.t,f4 y',1Q1 0 Selected Features J7 J� •,� f. `01325001 I ' /J r-I"'� 11' JC_ftoads / 101121,0', . - , I Parcels-H / y0`325002 _: . ' Contours tOt3250t73 Y b� ..' Dt01325003., to Fool Contour 1613263N --..o /�/,' •3250 '+ n /..r 50 Foot Contour J,r .,. _= 1U53250Ui� -, — .,101323000) (FI/ :125005 _ / _„ 2✓'r6 _�.__� _.. 325006 �"C.' ',- C7,-....„/-------- _,, . '. 325101 4 like +.•32503 1,� JJ U�YA 1 ,`P�� +25005 Urc'l C"--..�, tl r J � ` -Y3 ,( .J 10/323004.10_ L.r - r 1 [f af+ r --1 U. 7/ < _ r _ °c`.° y}. i ? 001052039 2■ y r. 001052037 - - 00t05112c Y 001 062032 1'-�'�' 50-----t . � ' . 0105270 J f - , 0--00152023 `i 7 C W,05205 lip,I ,0 _ r _1_.3 001052024 i - :r____,.. 001052034 riS' 4 L 002062031. 00,062033 ' 0o0,osson 007052031 001062041 17401 va+dldblo amCw7rCaaf sv, 0E00.1s2o57 00,062030- ir+fi 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.Wed Oct 15 09:34:45 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 10/15/2014 • ' Map Output 411/ • Page 1 of 1 ArcIMS HTML Viewer Map ' t � NII I dU iii `01323005 7323 3t l 70,32300.1 10732303t I Legend ,h F Selected Features ?26.1 50011 . . ._L_ +U'3e Y_rkS •U•3i-,.�, 7�,01325510}� ,1' JCRoads ']02 ''—v Parcels-H i0`32500Y/ 1, 101325002 �.... ,�� ' Critical Aquifer Recharge 101325003 t'e .m6.11 Areas _,07325006101325003 01325005 � }0s 73---- ,0132304 F-7 SUSC=UNN / — a---__10,3250 n SA RP A.SIISC .. 101325006 10;32500 0 ,0,325007 W 101325607 I I suet ./.7 S4RPA•11NK 29C9 .----, — __ .101323800 //f/ . rv.•05K.2, / ,0 +" 007052t13�QV U/1052036 \e -2ez ' 114 o 0,203., A-. (X]1052022 f 001052032 ----- O0t052001 001051023 - 00tu)'3:75 1062024 W7052024 — - -.. - -'� 001062031 001062033 00105202P00705203(\ 007052034 00105200• 1147.7m•3e4 b/3Mlvmi Carty Celli Services 4400052067'001052030 --.j-__..0 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.Wed Oct 15 09:36:52 2014 http://gisserver/servlet/tom.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=... 10/15/2014 ' Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map r- 101323002 1 I - %gyp. •9'32'YX 5 32 YYi] -'32:30:: Legend 1n - Selected Features .0.,,,,,y, ,11„ .4. 'r32!dry JC Roads Parcels-H II,y''�U+r32!��Y02 SIPZ 0'325(.493 i1 10t325 3 At RISKS-In `Oi3'L n�G04 ° .500 ' --r"—.-_ 10732$OOM1 Ilgn RrsA SIPZ "V 3 3.:--1 Li Decernm, ,enud SIPZ , ot3250 2 • / -' l _06_S, 101325006 I Coastal SIPZ -_._ 101325007 101325007 _ 101325005_ UY�O'f Rd 101325000 "• I- '- _ (01323001.. _._____.001052026.`_. ' - -_ .._._.._001052027 / oc\'07062036 1 __001052039 V 001052052 1 �o�..� _.__ 001052037 !J `-t- 0!1.052032 li 001052022 l ._:- ._. _.. / 001052040 r l_ke 001052021 •:' 001052023 cs24. 1062029 1 0010520251 _- _ 001062031 W,06201E 001052031 / 00 05z•:••1' I MAPS vardad W.tanvs 1CU.,Ry Cato Sanca GC cc,Q5205, W10520Y_' 54.1'511 __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.Wed Oct 15 09:37:51 2014 http://gi sserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 10/15/2014 4 4 Map Output 410 • Page 1 of 1 ArcIMS HTML Viewer Map - --._, / . / .,..,-2i.-14..); .,, ' .. . I S c. . .., I- l'.. I WI. 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E ---1 ,,,,- 6 ' i dk''' (;,: ' .. •• . • 166g40.A 6' I-r -PE-A-Ni 1)-P\-F-c,- /_. , „,, . ,. to ( 3z5 003 ,, . ,...,- \ . .-.- • .., . ,, ..r. ....-;._ , -) p-FLo ro 5--6-P &A-R7,1/466 4.77_3 245 McCurdy Point Road Port Townsend, I/1A 1£5387.8 -0 I Jefferson County Building Division Permit Number: BLD14-00360 Applicant: BERLIN 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 S• etbacks 9 IZ E• rosion Control Z`t IS f" F• oundation Footing Z* 1'3.— O Z t :- Footing Drains Foundation Stem Wall � = Underground Plumbing Straps(hold downs) },may -/1/(r 73-jC_— • Ext.Shear Wall Nailing F• raming ���/�� �l B• locking l Drywell/Alt Drainage `A h���+I ttt���✓ Address Posted Septic System Finaled N/ 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 ? /h 3.)` FINAL IN P CTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD14-00360 1.) 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. 2.) The parcel is located within a coastal SIPZ(seawater intrusion protection zone)according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy(Resolution 61-02, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing lots of record. 3.) This approval is for a a new 22'x 26' detached garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 4.) The site plan as submitted with the building permit application on October 7, 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 October 16, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 5.) TSW 6.) No plumbing has been reviewed or approved for this project by Jefferson County Public Health.Additional requirements may apply if plumbing is proposed. \\tidemark\data\forms\F_BLD_Permit_BIdg.rpt 11/26/2014 • S BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT 4: BLD14-00360 Received Date: 10/7/2014 SITE ADDRESS: 245 MC CURDY POINT RD Issue Date 11/26/2014 PORT TOWNSEND, 98368 Expiration Date 11/26/2015 OWNER: MARK BERLIN PHONE: 360-385-9983 GENERAL DELIVERY PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: 3 PARCEL NUMBER: 101325003 Section: 32 Township: 31 N Range: 1V■ CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW DETACHED GARAGE -22x26 NO HEAT - NO WATER SEP93-00286 TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 35,000.00 MAIN: 0 CODE EDITION: 2012 ADD'L: HEAT TYPE: UH OCCUPANCY: R-3 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: GARAGE: 572 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: State Building Code $4.50 SRE 10/06/14 151615 Exist: Exist: Permit $432.00 SRE 10/06/14 151615 Prop: Prop: Plan Check $280.80 SRE 10/06/14 151615 Total: Total: Total: $717.30 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 8.2 12-- �j061 (-4 �rPJt V Z,ln O,G, I I � kI n it Cote €> - I— _ tier +.F i rA A ! ii i L I � a Z 0 c? 57GP T f-r`(UPJ ? s t I 4VA r jA6, Pf,() D ; i �I r,'I 3 /�z �ttit Gr�n�G.t >LAy%7 l � ji I e ��� �j "x �o" � +t;D V� ttJ M �" V`I• �ht�Dfd L+}kGL i i i t .�,(( BA lzes I Pcr Cou��c�ty i f �I G , 2-G - C) o'` �(,.� � -�_. �U �: +• -( /tea c� r...l � J !hT + z> +^ f �L � rd t ol-'u �I NJ n y ,nPr�TVT-`— sI Vt r f(ri - -- - -- 1\I0 -rC I _ N 7 .t i I ° , a i .a V �.(� f6f �T u �-E • I.-Dri AIL- WaI.L A� R�C,2`T� I A i A i 1 1 012- (AAA-f6+(0 Mkt) J'6 ) u 10" 0•G. �t ail JE:Ft ER' (14 COUNTY DCD /U'LDING PLAN REVIEW APPROVED AS SUBtAITTED ❑ APPROVED AS NOTED ❑ REJECTS Date Reviewer REVIEWED FOR CODE COMPLIANCE uol .- at 379-4450 PlIcIr rte' n4es , reviaiona to the aW Quad plaT • C:ltl.