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HomeMy WebLinkAboutBLD2003-00375 UILDING PERMIT APPLICON MLLA03 00p337 Review Ty I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00375 Received Date: 6/16/2003 SITE ADDRESS: 190 FARNSWORTH PL SEQUIM, 98382 OWNER: RITA L DUBORD PHONE: JANET L WOOLLEY JTWROS 2321 8TH ST BREMERTON WA 983123926 SUBDIVISION: Block: Lot: T 11 PARCEL NUMBER: 002283009 Section: 28 Township: 30 N Range: 02 W CONTRACTOR: KENNETH L CROSTON PHONE: 90 FARNSWORTH PL SEQUIM WA 98382 REPRESENTATIVE: KENNETH L CROSTON PHONE: 90 FARNSWORTH PL SEQUIM WA 98382 PROJECT DESCRIPTIOr SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,360 VALUATION 220,000.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 900 SHORELINE: CONST TYPE: DECK: 488 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 2WELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 2 Seismic Streams Total: 3 Total: 2 Flood Way Floodplain Routing Date: ,r F&W Landslide //g/p)Qp C '"— Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,671.35 MJA 06/16/03 56398 P O E Plan Check $1,086.38 MJA 06/16/03 56398 �/ Lam.. State Building Code $4.50 MJA 06/16/03 56398 JUL 1.6 2003 Potable Water Application $51.00 MJA 06/16/03 56398 Jefferson County Planning Total: $2,813.23 &�Building DepartflW ,SON co Jefferson Counipartment of Community Development r,a e ° 621 Sheridan Street,Port Townsend WA 88368[3601 378-4450 Ppcfl© uu nCD Project Description: Building Type: Project Type: Frame Type: Single F. New 'Wood `l( Garag:Attached Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: 0 Existing: C ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: i�. Proposed: 3 , Individual System ❑ Woodstove Propane Total: a Total: 3 If not sewer,fill out the following: Heat Pump Conventional ❑ Alternative ❑ Other Permit# SEP CS 3 '— O()/O,3 Water Supply: ❑ Private well ❑ Two Party Well,C Public:Name of water system: Roh Aix / n-ve 4 D o vt-'J Square Footage: For Office Use Only Main Floor 236 0 154 a(toO.BU 47.00 Consistency Review 2ND Floor Base fee f (1?(1 //I . 3rd Floor Plan Check fee—65% 1 0 CI ( 3 Htd Basement State Surcharge fee 50 Unhtd Basement Subtotal a �0�11,p�3 Garage/Carport 9bc a I,a i 3 Pot Water Review fee 3 O; Decks VS, / / �.) 911/Rd Approach fee Commercial ^� TOTAL a 9' 1 ,e 3 Industrial f 'CO • `-\6'cl c Receipt# 5(0 J q 3 Other _ Cash/Check# 15 (p Total Valuation:_ _ Initials Or Date l(1/ f(,/c?f)0 Estimated Cost .2 Z 0, ' Q If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ft.Bank Height ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner 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 acess and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry/J.the applicant's property or structure shall e requeste and shall occur during regular business hours. Signature: rGGtJ Date: K-iC o 3 OVER '0 - H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00375 Received Date 06/16/2003 SITE ADDRESS: 190 FARNSWORTH PL Issue Date 07/16/2003 SEQUIM, 98382 APPLICANT: RITA L DUBORD PHONE: JANET L WOOLLEY JTWROS 2321 8TH ST BREMERTON WA 983123926 SUBDIVISION: Block: Lot: T 11 PARCEL NUMBER: 002283009 Section: 28 Township: 30 N Range: 02 W CONTRACTOR: KENNETH L CROSTON PHONE: 90 FARNSWORTH PL SEQUIM WA 98382 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE REQUIRED INSPECTION • [ ] SETBACKS: �' C,5J'`'�1`, [`''' UFFER: ?-c. / -/ps [L]� Footin+C /p—/D'7 [% Foundation9 C 10 -R-0 3 [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : C-A e-44L Pg3-0>1 [ ] Framing: (,,3//057 11 Plumbi 9-/,��oy Propane T nk/Lies: Div �.. o [ ] Insulation:L g/ 07 [ 1 Sheetrock: (,‘!/<oars c. y�»0 y [ ] Septic Sytem Final Approval: [ 1/ Zoning Final Approval: [ Final/Occupancy Approval: LG �S�o/ HEAL DEPARTMENT 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. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE REVERSE • • SPECIAL CONDITIONS FOR CASE # BLD03-00375 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on July 10, 2003 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: SARPA&SUSC aquifer recharge. 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 5.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs)and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 6.) A Small Parcel Erosion and Sediment Control Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 7.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 8.) The site plan as submitted with the building permit application on June 16, 2003 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 April 28,2003 (site plan submitted with septic permit)shall be resubmitted for review and approval by Jefferson County Department of Community Development. 9.) This approval is for a single family residence with attached 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. 10.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. • 11.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on•lot less than one-half acre 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 Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable 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 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 12.) The parcel is designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 13.) A minimum of two (2)on-site parking spaces shall be provided for the single family residence. 14.) An address of 190 Farnsworth Place has been assigned to the parcel. Farnsworth place is a county local access road (C502609). A 60 foot wide ingress/egress easement provides direct access to the site via Farnsworth Place. 15.) Maximum lot coverage shall not exceed 25%. 16.) The building height shall not exceed 35 feet. 17.) Minimum setback from the 60 foot wide ingress/egress easement right-of-way(north boundary)shall be 20 feet. Minimum side and rear property line setbacks shall be 5 feet. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 APPROVED -' STORMWATER PLAN J'f41 JUL 102003 JEFFERSON COUNTY JEi F1:t L1N COL1 I Y DCL) JEFFERSON C STORMWATER MANAGEMENT DEPT.OF COMP' ; °, . EL EROSION AND SEDIMENT CONTROL PLAN SIGNATURE: ç r 1 N AND SEDIMENT CONTROL WORKSHEET Property Owner: 1/NE T Woo/k y/R is TA U( ORO Telephone:(360)373 —9�Sg Address: 3 a. I af s %, e,✓ n welt s 9Ed I Assessor's Parcel Number: 00 243 --Do9 SeA•'- p�"•7 , 'Seie0 -- 7O/O3 Building Permit or Septic Permit Application Number(if applicable): Brief Project Description: Co,'1S7"r—w_ T a_ neu, sin9k. l�PYy1Gs? w/At a-c-/fC-U GU/1-62 Site Location: /90 f RtiSSLJo RT1-1 PG. ,5'eaLt.' cin l.J4 - 95-780� Person Responsible for BMP Installation and Maintenance: Jnn CR S%O/✓ Address: 90 //12/ILS WoR 11-I- Pt . S •r,- L✓,- 983ga Telephone(3 0) 79 7-7?,c).G 1. Describe/check the Best Management Practices (BMPs) that you will implement during land disturbing activities or construction to control erosion and prevent sediment from entering wafer bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or roads. Please check the measures you plan to implement and show their approximate location on the site plan. You may also propose measures other than those listed. Attach additional sheets, if more space is required. Stabilize construction access route. Limit construction vehicles to one route, if feasible. Provide a stabilized construction access by applying quarry spalls, ballast, or crushed rock to minimize tracking sediment onto roads. (See attached illustration from Stormwater Management Manual.) If sediment is transported onto roads, they will be cleaned thoroughly. XMinimize the extent of land disturbing activity and preserve existing vegetation. Preserve buffers of well-established vegetation between disturbed areas and property boundaries, roads, water bodies, and designated critical areas (wetlands, fish and wildlife habitat areas, landslide or erosion hazard area,etc.). SPESC Instructions—Short Form Revised July 17,2002 3 _ -- 1 ----4 I4ATI a 44 a EROSION AND SEDIMENT CONTROL WO SHEE 3 ; x norntigo.livai.. i I =1.;147!7:))40 1144 Phase clearing so that only areas that are actively being w rked.areyng.nvered s ° Iz [] Start and complete land disturbing activities and stabilize the site between April 1 and September 30. Stabilization means that disturbed areas will have well-established plant cover or be landscaped to minimize erosion. j4Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between October 1 and March 31 and within 7 days between April 1 and September 30. [ ] Cover exposed soil with a minimum of 2 inches of straw or hay or other material approved for this purpose. Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads, and property lines. Place gravel base on roads,driveways,and parking areas after clearing and subgrade preparation. idProtect adjacent properties and water bodies from sediment deposition: [] Place straw or hay bales in ditches and drainage ways down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies.(See attached illustrations from Stormwater Management Manual.) Install a filter fence down slope from areas of land disturbing activity to filter runoff efore it leaves the project site or enters water bodies. (See attached illustration from Stormwater Management Manual.) XrRegularly inspect and maintain all BMPs especially after storms events. [] Describe other erosion and sediment control Best Management Practices. Be specific as to design and specifications. SPESC Instructions—Short Form Revised July 17,2002 4 EROSION AND SEDIMENT CONTROL WORKSHEE -77,7 $ r i 2. Describe how disturbed areas will be permanently stabilized(seeded, landscaped,apply gravel base to roadways,etc.) Ociv - w4-y 727 6r-01-- e., Sp b;ri zi prof �rtet/-€I Bifis f' 7b r ,1-0 , 0TffkT r,B /rEr-.S To 6e- RC - see,!)e b , SOr►-1e- r n r.r l MO SC4P, Ifrvwn i pro se.D rcsj oe#i� /rn si/y 3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to infiltrate,dry well,infiltration trench,route runoff to existing drainage facilities,etc.). ?pee- (ij ESL r Par, tr)// a z:verse-0 dry v-e.i/ v111- i4 l'Vc 776#7/,iie- SPESC Instructions—Short Form Revised July 17,2002 5 3 L,.A ii oSION AND SEDIMENT CONTROL WORKSHEET 4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing and grading, construction, installation of drainage facilities, landscaping, etc.) and Best Management Practices.Describe proposed maintenance of BMPs. (57-tp / — t5771-6,j,ie C®i,s7)-4 c7 7 // F.(7Tr. cc- . — you.-+D °"r / .JTbckp k. EXc,gv✓g rth /4-Ttr,?-/ f� .Dt9-i)v,-• Bp&IR/171 . 6Tr 3 - Dc/FiA) p L/() c)-" cS72,r7n Dcy .'G// 4.5F/0 I1 — iC.See-D A-fl-iN F.Z./ e.cej c72)r�+/�/.t rc/ DryLatit �I�IIGC Cans Tau_won arc 4-rou.tb reSiBG-Nee. Ditr,r j eO•IcT1W T?T p!fit sC r s7zp 5--- 4;.uT47 N (5, r ct,4 41/ c. /' s reg -/y t5 1162.0 e The Best Management Practices pro.. -. above will be implemented to control erosion, sediment, and stormwater rune I will no ' 1_:0 - • - --- - .., for inspections as required. Arrifirr„ 603 Signatur of Owne Agent D e SPESC Instructions—Short Form Revised July 17,2002 6 • m a 4. > '- 7.,.._., , 0 0 p It 0Z fi y N/ Y v X 14 -, 1 C -D < < ,� Z RIIn jU '£ r - m 0 T. 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K INSULATION i JR-21 INSULATION r -- - O05E3 5HEATHIN6 i — BEVEL 5VW5 / I R-50 IN50LATIGN J I5# BUILDING PAPER — 4'x4' PO T5 4V MFR. J015T5 a 16' O.G. 2'xb' STUDS a lb' O.G. 3/4' UDLX T46 24' I 4NIO' 4Nb' 2;;V .J015T5 0 16' O.G. - 2'xb' P. T. SILL W/ 5EE PLAN a 48' O.G. 6' ' �♦J/ -- - - - - 4' PERIM DRAIN ' 12' (2) #4 BAR5 CONTINUOUS GRCSSECTION 1 21 n = I] -.ON 6'-8 1/4' METHOD 3 50361 5L I, (��9re5s I m I m MF6.TRU65E5 a 24' O.G. BEDROOM METAL ROOFIN6 Ln — I 12'6"X6O" Tie' 055 5HEATHIWv I5# EIUILDI% PAPER b'-10 In' n® 5A. VENT BLOGKINO rc, II bob8 GONTIN10U5 a"ER- 4 _ m, va Cl LCI- -40 L2bb8 " "IETHCD 5 I \IETH(--[) S — " 6068 - C-101/2' -� ' I HOBBY 150"xll'b" I 41 I Asa METHOD I THO LAYER5 OF fib' 6AB. TYPE X o GEILIN6 d ONE LAYER a WALL5 22'-0' T'-6' 3 BREAKFAST 131C"x1G'O" ~o I 00, I V.K I ---1 --1-- I n'-0' 8'-6' 3 60401 SL _ METHOD 3 1 — m CPenress ry MASTER I _ Ib'O"xITC" II o�lo I �I KITGHEN I 3 5112' 3'-2 DEGK DECK TO FLOOR NOT TO Doug 1' V ' G 2868 Q D 3 6C40 5L 6040 5L METNC 3 �ctsrR�.+o:^9 �SCISSORS f4lE5 ® 24' O.G. (N T 55B TO If DFS�E>I� Bl' in% C0� IS I Dirno I 6REATROOM 220"*I56" MFTHCD 5 ?v r RER I PANTRY �1Tr rr r TrI I c�v I 2'-6' I 4'_9' I'-10' I 10'-0 I/2' / i W " 5068 2668 - ~ I 5HEL VE5 L I^1E4ff I 5-10 11r -- 'v F- DINING �I IL Lu 14'C"xI 'b" P u A040 — SL ' ET 5068 JIDFLITE f11RN 5'-10 1/4' I T-3 314' 4'-0' m I -- ------ Loy � � CAW. --_ PORGH PECK TO FLOOR NOT To EXGEED I' P05T5 4' 10" 4' I ,' 6 ARAH ky� 5TANDARD TRUSSES a 24' O.C. M55B TO 9E DE51610 BY TRU55 CO. i 9k8' 9'x8' DOOR DODR I 3068 41I2' 4'xl2' ; ?'ETHC'L' ' METHOD 3 30'-0' 4 2668 � ✓ L ix- L 4s _ J 2668 le {TP ®Sra F, II SocfM I \\o - m o I � � METHOD 3 I G x— — — x— --— — — --- - - - -- --- 12'-0' 4- FLOOR PLAN i " = 1'-0' 236C 50. FT. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 2491997 UBC AS AMENDED BY WASHINGTON STATE BUILDING CODE COUNCIL n. m n f VI - 2003 JEFFLs to 31ro"1m Ig W lvvW b 3N tlgMNri p� E Plans an apprOYed excepting Orly errora or omisslona. All work must Pass kuPOOlon in conformance with all apWleabla Codes and ►egulations, VJ W W = H W o 0¢c9 qv�� �p3 yJ�� Z W C��¢�m O 8 O p2 Z O Z Z N W Z W W papw�� oZao�p _J avo ov+Ysw Q~y'�'�W pWpppd m� � W F-- ZZ p� 2 0 Z O O Z U Q Z W 0 3 S vF N Li ZEl N xVx o p z ytj�W ��ta3ZJ�aS_ I,W^^:� 13�0a, I V y�00ZK — N REVISIONS i IF O o 1) (0 0 � U �C'z g O O I I L Date_ MAY 2003 Scale: 1/4" = 1'-0" Job: S H_E - E T ONE