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HomeMy WebLinkAboutBLD2002-00547 II 0 BUILDING PERMIT APPLICATION MLA02-0 Review Type:pe: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00547 Received Date: 9/17/2002 SITE ADDRESS: 374 OLD GARDINER RD SEQUIM, 98382 OWNER: TRACY Y NELSON PHONE: (360)683-2246 151 PARADISE LN SEQUIM WA 98382-9012 SUBDIVISION: Block: Lot: T 52 PARCEL NUMBER: 002332018 Section: 33 Township: 30 N Range: 02 W CONTRACTOR: A W G CONSTRUCTION PHONE: (360)683-2246 151 PARADISE LN SEQUIM WA 98382 Contractor's License AWGCO**017L8 Expires 8/19/2004 REPRESENTATIVE: AUGUST GORDAN PHONE: (360)683-2246 TERESA GORDAN 151 PARADISE BAY RD PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,015 VALUATION 91,945.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: 1,015 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 480 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PUBLIC PARCEL TAGS: YES_ NO_ ____ BEDROOMS: BATHROOMS: STORMWATER: YES_ NO__AREA _ Exist: Exist: Wetland_ __ Erosion Prop: 2 Prop: 1 Seismic __ ___ Streams — __ Total: 2 Total: 1 Flood Way __ Floodplain Routing Date: q i 1 `' F&W_ __ Landslide / 'Z_ � Shoreline ___Aquifer Forest: Commercial/�� Rural Type Amount Paid By: Date: Receipt: APP''=_''..s V E D Permit $937.75 MAM 09/17/02 49647 Plan Check $609.54 MAM 09/17/02 49647 SEP 2 7 2002 State Building Code $4.50 MAM 09/17/02 49647 Jefferson County Planning Potable Water Application $50.00 MAM 09/17/02 49647 & Building Department Total: $1,601.79 0cD BUILDING PERMIT Jefferson County Depmm 621 Sheridan Streetart, Portent of TownsendComunity, WA 98368Development (360)379-4450 FAX (360)379-4451 PERMIT #: BLD02-00547 Received Date 09/17/2002 SITE ADDRESS: 374 OLD GARDINER RD Issue Date 09/27/2002 SEQUIM, 98382 APPLICANT: TRACY Y NELSON PHONE: (360)683-2246 151 PARADISE LN SEQUIM WA 98382-9012 SUBDIVISION: Block: Lot: T 52 PARCEL NUMBER: 002332018 Section: 33 Township: 30 N Range: 02 W CONTRACTOR: A W G CONSTRUCTION PHONE: (360)683-2246 151 PARADISE LN SEQUIM WA 98382 Contractor's License: AWGCO**017L8 Expires: 08/19/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE REAWIRED INSPECTIONS: J [ ' SETBACKS / Footings: ,O/� c--- S//9/03 [1/(' Foundation: /3X 4t////O39 _- 6xr- /{�%-�^',,, o 1r;2.6-0-e [ ] der round Plumbing Underground Insulation: n •Pe_.,,,,,, ,t17_31a 3 I Ns 1 5,. y 1640 `"/ �..usvy [ ] Shear Wall: [ :J--'. Flaming/Plumbing: iPLL91nn1u©14� 1-li{-o�/ ; lo' [ ] Propane Tank/Lines: Or p►�400 444� y I_1 "a� U[Cs1 t-INt:; •ft -o [ ] Insulation ,- 'r [ ] Sheetroc c.GSA Pee-1,rrrrc. 'f 3/r4/o-s [ ] Septic System Final Approval: _ [ ] Zoning Final Approval: 0 3Iu1a [ ] Final/Occupancy Approval: Okr . % , .. HEALTH 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. SPECIAL CONDITIONS APPLY-SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • • SPECIAL CONDITIONS FOR CASE BLD02-00547 1.) The application was reviewed by the Jefferson County Department of Community Development staff on September 25, 2002 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: Susceptible Aquifer Recharge Area and Special Aquifer Protection Area. 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.) The applicant is proposing to create or add 1,496 square feet of impervious surface and 3,746 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices (BMPs). 7.) 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.) 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). 9.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes rooftops, driveways, concrete, etc. 10.) The building height is not to exceed 35 feet. 11.) Minimum setback from Old Gardiner Rd is 20 feet. Minimum setback from Hwy 101 is 50 feet. Minimum side setbacks are 5 feet. 12.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 13.) Old Gardiner Rd (C501409) is a county local access road. The road approach is existing and an address of 374 Old Gardiner Rd has been assigned to the parcel. 14.) A minimum of two (2) on-site parking spaces are required for the single family residence. 15.) A septic permit(SEP01-00195) was approved November 1, 2001 for a system with capacity of 480 gallons per day. The cancelled septic permit applications (SEP93-00370 and SEP96-00330) are filed with SEP01-00195. 16.) A water availability notification was provided by Public Utility District#1 of Jefferson County for the LUD#1 Gardiner water system to provide water to parcel 002 332 018. 17.) The site plan as submitted with the building application on September 17, 2002 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 September 25, 2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. • 18.) This approval is for a single family residence 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. is\F_BLD_Permit_Buildng.rpt 10/29/19 • • Mersa!County Departmont of Community Development 7�wSON co ems 621 Sheridan Street,Port Townson!WA 88388(380]378-4450 permo u A 11 r r'''' 1 p, p _ ,,,,,,,,on ., 11 , !,,, , _ i , ,1 .1 ,o _______,, i , , Project Description: NI CjFe.... SEP 1 7 2002 1 Building Type: Proteut Type: Frame Type: Tingle Family New V.-Wood Garage Attached/Detached C Addition L Steel 1' Modular ❑ Alteration/Remodel E Concrete Commercial Repair Masonry Multi-family/#of Units ❑ Demolition ❑ Other: Industrial Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing. r' C Sewer 1 Community System Electricity Oil Proposed: t Proposed: ❑ Individual System C Wo dstove pane Total: J? Total: If not sewer,fill out the following: eat Pump conventional - Alternative Ether Permit# SEP .� i .Kt . '`i '- ..+ Water Supply: 1 I Private well ❑ Two Party Well A'Public:Name of water system: Square Footage: For Office Use Only 4.i•00 Main Floor / t . T I �9.2O Consistency Review ' 2ND Floor Base fee 'aqO t l 5 6�31 .7 S i 03),(0 3rd Floor �? Plan Check fee ?O p • i' ??. 194i. Htd Basement (1✓ , • lD(y a52' State Surcharge fee e '7• ti.pQf 9� Unhtd Basement ,. ,. '' 144:7 Subtotal t 5 q8 •7 q /9 Garage/Carport 1t�1I 0 5 g''• 00 r Pot Water Review fee UU 1 Decks d j C(3.60 911/Rd Approach feeCP 1 CommercialOTAL ttt 0-1Q.lq Industrial 1%6'. Receipt# t N v T? IP 0 3a Other i 4 Cash/Check# 7ZA p1,� /C ,1 i C Total Valuation: �t-I � Initials51/1/ OrNrairo,......, 11 Date /7/, )C' " rt. 2. Estimated Cost: 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 attomey'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 it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours.Signatur 1.(t Date: q/// ��,�' ,,Z ._ OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 aaff—� ALL THICKNESS DIMENSIONS -4'/:" interior wall includes 2"0" stud d/ 1/2" sh. rk. both sides -611 exterior wall includes 2"x6" stud w/ 'lk" sh.rk. on inside 3r9'- THESE DRAWINGS, FOR THIS DESIGN, HAVE BEEN DEVELOPED AND ISSUED WITHOUT KNOWLEDGE OII RHFREAYE TO A SPECIFIC GEOGRAPHIC LOCATION. IN GRANTING REPRODUCTION RIGHTS TO THE PURCHASER OF THIS HOUSE DESIGN AND WSi HFR REFERENCED USE OF THIS DESIGN'S WORKING DRAWINGS. THE ORIGINATING DESIGN RESOURCE AND THE REPRODUCTION PUBLISHING RESOURCE ARE NOT RESPONSIBLE FOR. AND ARE TO BE HELD HARMLESS FROM INADVERTENT DISCREPENCIM CONSTRUCTION INTERPRETATIONS, AND/OR CONSTRUCTED RESULTS. THEREFORE, SUPPLEMENTAL TO THESE DOCUMENTS IS THE OWNER AND HIS BUILDFRtSI RESPONSIBLITY FOR FOLLOWING MATERIAL AND EQUIPMENT MANUFACTURER'S INSTRUCTIONS, AND USING RECOGNIZED STAMAROS FOR EACH BUILDING CRAFT TRADE, AS WELL AS COMPLIANCE IN FULL WITH ALL GOVERNING CODE REQUIRMENTS FOR THE GEOGRAPHIC AREA IN WHICH THIS HOUSE IS TO BE BUILT. r�KE TGN 1_.t LOW Z Gr'rl(>NAL aj"TA IK 3 faSCM EN r I N TT-7 15 <�rlcr.l 9 N; 7 OI 5�I QOTE" FLIRNh CE � wA-rsR I��p,TER, WASHER � [�F"i ER T� BE TO F'.riUEM�NT IF='TFI ✓� �'1'TiGI� 15 UTILI E�� �py l^.cy IJ rrFF � I I I I I I I I I I X ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24, 1997 UBC AS AMENDED BY WASHINGTON STATE BUILDING CODE COUNCIL *A 10 z :5rr-W-111 >ro�- IN I I 1 I I I a a'Z �Z� I I I II I m KEY izOO>= 'F -Ati �- INPIGATES PIREGTION OF ftoOF SLaPE= T�WI.I. �Gi 1,4P'E'S .4 IN IZ UNI-ts5 MARKED dT%TERWISE� Z4' L 12 12" 24" 30' 18" "' LIGMT TUES 5uR t7UNJD �, II _ 3o'x3G' HooO a0 I -- 34, 3v' 30" I IS' Krr e HEQ -fiTH ECr-qWF [SEP 1 7 —m J LF�rirS JTY DEPT. 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