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HomeMy WebLinkAboutBLD2003-00212 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00212 Received Date 04/2/2003 SITE ADDRESS: 3133 OAK BAY RD Issue Date 05/13/2003 PORT HADLOCK, 98339 APPLICANT: ROBERT A WOLCOTT TRUSTEE PHONE: PAMELA A WOLCOTT TRUSTEE 79561 LIGA LA QUINTA CA 92253-4841 SUBDIVISION: Block: Lot: T 92 PARCEL NUMBER: 921191019 Section: 19 Township: 29 N Range: 01 E CONTRACTOR: SCHWEIZER CONSTRUCTION CO PHONE: (360)385-7119 6727 CAPE GEORGE RD PORT TOWNSEND WA 98368 Contractor's License: SCHWECI001BG Expires: 01/11/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: DETACHED GARAGE REQUIRED INSPECTIONS: 1 [ l SFTRACKS /Footings: Q1 t.lea 64 0003 'A firEz 1P5TAct45D 003 Ae- [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: OX pormos4 27/13,5/ g7,1 f 1 Propane Tank/Lines: [ ] Insulation: 11 Sheetrock: 1 1 Septic System Final Approval: _ [ ] Zoning Final Approval: f 1 Final/Occupancy Approval: OK at- ll 2-14t¢/0Y HEALTH DEPARTMENT APPROVAL REQUIRED RIOR 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 t BLD03-00212 1.) The application was reviewed by the Jefferson County Department of Community Development staff on April 17, 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: Suburban Shoreline Designation, Coastal Seawater Intrusion Protection Zone (SIPZ). 2.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall)and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 3.) 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 44-22, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 4.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 5.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 6.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 7.) Potable water is provided by an onsite well (USR02-00082). 8.) Residential developers and ina'I`iidual builders shall be required to preserve oreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 9.) The applicant is proposing to create or add 666 square feet of impervious surface and 500 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). 10.) 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. 11.) 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). 12.) The building height is not to exceed 35 feet. 13.) Minimum setback from Oak Bay Rd is 20 feet. Minimum side setbacks are 5 feet. Minimum setback from the top of the 50-foot shoreline bank is 50 feet. 14.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes rooftops, driveways, concrete, etc. 15.) A minimum of two (2)onsite parking spaces are required for the single family residence. 16.) This parcel is a legal nonconforming parcel designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 17.) Oak Bay Rd (C569908) is a county minor collector road. The road approach is existing, and an address of 3133 Oak Bay Rd has been assigned to the parcel. 18.) An evaluation of the existing septic system (SEP80-00164)was conducted by Envirocheck September 9, 2002. 19.) A building permit(BLD80-00007)was finaled September 30, 1993 for a single family residence. A building permit (BLD99-00128)was finaled March 11, 1999 for a propane tank and gas stove installation. 20.) The site plan as submitted with the building application on April 4, 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 May 12, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 21.) This approval is for a Remodel to the existing single family residence and a new 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. is\F_BLD_Permit_Buildng.rpt 10/29/1999 • BUILDING PERMIT APPLITION MRLA03 00167 eview Type: l Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00212 Received Date: 4/2/2003 SITE ADDRESS: 3133 OAK BAY RD PORT HADLOCK, 98339 OWNER: ROBERT A WOLCOTT TRUSTEE PHONE: PAMELA A WOLCOTT TRUSTEE 79561 LIGA LA QUINTA CA 922534841 SUBDIVISION: Block: Lot: T 92 PARCEL NUMBER: 921191019 Section: 19 Township: 29 N Range: 01 E CONTRACTOR: SCHWEIZER CONSTRUCTION CO PHONE: (360)385-7119 6727 CAPE GEORGE RD PORT TOWNSEND WA 98368 Contractor's License SCHWECI001BG Expires 1/11/2004 REPRESENTATIVE: TOM MITCHELL PHONE: (206)935-3151 PO BOX 3952 SEATLE WA 98124 PROJECT DESCRIPTION DETACHED GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 30,000.00 ADD'L: HEAT TYPE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 816 CONST TYPE: DECK: SETBACK: 50 BANK HEIGHT: 125 SEWAGE DISPOSAL: WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain Routing Date: 11 1 I F&W Landslide 9' b Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: 4-•._ -* i P . - Permit $441.75 MAM 04/02/03 55946 --'` gil r Mlr/ 1 Plan Check $287.14 MAM 04/02/03 55946 State Building Code $4.50 MAM 04/02/03 55946 Total: $733.39 • Wing &y: ,,,)�,rti ,, •'- A i}.yi". „ „ 0 V D MAY 1 .3 2003 Jefferson County Planning & Building Departmen 1. / 411/ Jefferson City Department of Community Development 621 Sheridan Street,Port Townsend WA 88368[3601 378-4450 P,e7, _11_0, 0 Apcj©C� ./S �IIN Project Description: Building Type: Project Type: Frame Type: ❑ Single Family ❑ New ❑ Wood Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: ❑ Individual System ❑ Woodstove ❑ Propane Total: Total: If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor Consistency Review 47.00 2ND Floor Base fee 4y I• 75 3rd Floor Plan Check fee—65% n2$ Htd Basement State Surcharge fee a.( 50 Unhtd Basement lZ Subtotal —72 , 3"1 Garage/Carport45 �I Co I_�Z Pot Water Review fee Decks 911/Rd Approach fee Commercial TOTAL -iFc0•3 9 Industrial Receipt# /S Other Cash/Check# (i l / Total Valuation: ____ Initials ef/t/ I Or Date c4la iaa Estimated Cost: .� CLOD r If within 200' of th r Shorelin- Distance to Bank or Ordin. " Water Mark I2cD ft.Bank Height 4',D 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 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. 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PT 2X4 PLATE WITH W/ Z x ZX3�lb (2) STUDS EA SIDE -NAIL #4 ® 48 VERT 5/8' AB ® 4'-0 TYP I SHEATHING TO EA STUD WITH 8d AT 3" OC #4 CONT CONC SLAB #4 ® 24 HORIZ z O GRADE o > U SIMPSON HPAHD 22 z It GARAGE W o ¢ CONC-SLOPE TO DOOR 1 L� 3) PLATES 4' MIN GRAN FILL-- 0 i o VAIL SHEATHING TO EA PLATE a 0 w ( n AB 7" EMBEDMENT g• z 16" z w 0 L1 (2)#4 CONT U W CONFORM TO JEFFERSON COUNTY PRESCRIPTIVE STANDARDS �-1- .9-,9 (xo 0 P ALTE NATO ALTERN E8 LATERAL RESTRAINT PANEL 1" = i'-0 SL0196XX GARAGE FOOTING 1' = 1'-0 FDO19704 GARAGE PLAN 1/4" - 1'-0