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Home My WebLink AboutBLD2003-00012 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD03-00012 Received Date 01/8/2003 SITE ADDRESS: 91 HANDLEY LN Issue Date 02/4/2003 BRINNON, 98320 APPLICANT: DONALD V BARKER PHONE: (425)868-5665 ANNE L BARKER 2802 SAHALEE DR E SAMMAMISH WA 98074-6354 SUBDIVISION: Block: Lot: T 31 PARCEL NUMBER: 502313026 Section: 31 Township: 25 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: [•1 SETBACKS / Footings: ,"V Q- -'/,, ®5 [ ] Foundation: o _ l .,5�/o 73 [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] FramingaPlumbing: P .if#n4 o t+- 7•'-o3 [ ] Propane Tank/Lines: [ ] Insulation: OK 003# [ ] Sheetrock: dk 7/2,7_/4 Al [ ] Septic System Final Approval: [ ] Zoning Final Approval: [ ] Final/Occupancy Approval: _P�r- l Ø/a3,4/ 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 41, • SPECIAL CONDITIONS FOR CASE BLD03-00012 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 1/10/03 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: Aquifer Recharge (Special Aquifer Protection Area), and Coastal SIPZ (Seawater Intrusion 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 (see attached). 6.) 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. 7.) 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. • 8.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 9.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 10.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 11.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 12.) A flow meter shall be installed prior to final sign off of the building permit. 13.) The applicant is proposing to create 892 square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices (BMPs) to control sedimentation and erosion on the property. 14.) 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. 15.) The site plan as submitted with the building application on 1/08/03 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 1/21/03 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 16.) This approval is for a Single family dwelling 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. 17.) The building height is not to exceed 35 feet. 18.) Handley is classified as a private road and thus requires a minimum 20-foot front yard setback. The remaining setbacks are adjacent to existing single family dwellings and thus require a minimum 5-foot setback. All setbacks shall be measured from the lot lines to the proposed development. 19.) Maximum lot coverage is not to exceed 25%. Lot coverage is calculated by the amount of impervious surface which includes roof tops, driveways, concrete, etc. is\F_BLD_Permit_Buildng.rpt 10/29/19 UILDING PERMIT APPLICAOJN MRAOW000 06 Y Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00012 Received Date: 1/8/2003 SITE ADDRESS: 4I HANDLEY LN BRINNON, 98320 OWNER: DONALD V BARKER PHONE: (425)868-5665 ANNE L BARKER 2802 SAHALEE DR E SAMMAMISH WA 98074-6354 SUBDIVISION: Block: Lot: T 31 PARCEL NUMBER: 502313026 Section: 31 Township: 25 N Range: 02 W CONTRACTOR: LUMBERMEN'S HOMES PHONE: (425)742-1503 PO BOX 3327 LYNNWOOD WA 98046-3327 Contractor's License LUMBEH*011JK Expires 5/1/2004 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI' SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 761 VALUATION 74,900.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 271 SETBACK: 194 BANK HEIGHT: 3 SEWAGE DISPOSAL: OSS 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: C F&W Landslide 19 (03 -r Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: Ap ro `,V E Permit $818.75 MAM 01/08/03 52808 FEB 0 4 2003 Plan Check $532.19 MAM 01/08/03 52808 State Building Code $4.50 MAM 01/08/03 52808 Jefferson County Planning Potable Water Application $50.00 MAM 01/08/03 52808 & Building Department Total: $1,405.44 • Jefferson County rtment of Community Development LI 621 Sheridan Street,Port Townsend WA 8036813 h'1318-4450 peirc, m o t A? 0 I) 0 caio a 0 n Project Description: 1 Bu`il.' T/.e: op _ Project Type: Frame Type: tCDWood Garage Attached/Detached A..'tion 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 ' ' Oil Proposed: i Proposed: " _ dual Syste� Woos stove Propane Total: i Total d- If not sewer,fill out the following: Heat Pump Conventional Alternative Other Permit# SEP 4;.-'0010 j Water Supply: Private well Two Party Well Public:Name of water system: Square Footage: ,p For Office Use Only Main Floor 76 I S;�' 40) (07E, W ''') 00 Consistency Review 1 . 2ND Floor N A Base fee F/ R. 75 3r Floor N/� Plan Check fee 5'3 a - L 9 Htd Basement NA State Surcharge fee �' SD Unhtd Basement /y PI Subtotal /40 o-' U Y �/ & l • °V Garage/Carport �Y A II Pot Water Review fee Decks 02 b 3 g�' y, 911/Rd Approach fee ��'h N Commercial l�//� cj�o p(o5'SS TOTAL I��'3. 1" E Industrial NA Receipt# J 2 8v Other h/A Cash/Check# Total Valuation: Initials Or Date Q 3 Estimated Cost: /,-1 d0 If within 200 f the Shur ' e, I' Distance to Bank or Ordinary High Water Mark { LI ft.Bank Height 2 L 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. t' I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasona111e 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 rquested and shall occur during regular business hours. Signature: &flJtau ' i4Lceitiuco, Date: 1 At VA/2, kee 12-/2q/0 — OVER H:HOME\PLNCNTR\ FO D OkIS\BLDpermitApplication 11-8-01 , I TV • LV II•, IV• L L•, 1r.IV[ . / / / / / / I I I I I I I I 1 11 \ IL &el� G.e_ \ V SET REBAR & CAP (TYPICAL) 6' HIGH POST WITH ELECTRIC METER & JUNCTION BOX 01 1 1 1 1 I I S65e�o 25 66, /Juo/ acv-e5 GRAPHIC SCALE ( IN FEET ) I inch = 10 ft. LEGAL DESCRIPTION: THAT PORTION OF GOVERNMENT LOT 5, SECTION 31, TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHERLY LINE OF A TRACT CONVEYED TO ROY V. STRATTON, ET AL, BY DEED DATED FEBRUARY 20, 1968, AND RECORDED IN VOLUME 1 OF DEEDS, PAGES 498 AND 499, RECORDS OF JEFFERSON COUNTY, WASHINGTON SAID POINT BEING DESCRIBED IN SAID DEED AS BEING AN IRON STAKE ON THE LINE OF HIGH TIDE; THENCE NORTH 71'05'09" WEST, 138.91 FEET; THENCE NORTH 37'38'57" EAST, 51.98 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 37'38'57" EAST, 17.39 FEET TO the P.C. OF A CURVE TO THE LEFT HAVING A RADIUS OF 73.91 FEET; THENCE NORTHERLY ALONG SAID CURVE 91.96 FEET TO P.T. OF SAID CURVE; THENCE NORTH 33'38'05" WEST, 22.55 FEET; THENCE SOUTH 65*30' WEST, 118.25 FEET; THENCE SOUTH 25'23'26" WEST, 30.18 FEET; THENCE SOUTH 70'28'39" EAST, 126.66 FEET TO THE TRUE POINT OF BEGINNING. ALL SITUATE IN the COUNTY OF JEFFERSON, STATE OF WASHINGTON. J m Q Z — 0 -tono ono w >- MMN1 m C[pp c00 c0 C� Z 0000 N0ONLL V I ` z _ 0 X_ U < z J v) w a W LLi z wo 0 z CI a= LLi o �3� w = J D oww m N(nm LLi Q Ln W i@s Ld Z Q w 0 Q 8d O � 0 ry z U) o w E w drawn by checked by MAJ SAH o. scale dote 1 "=10' 12/16/02 ab2002280.00 U:�Lwlzuuzcouwwyucs-sur.uwy, ic, ioruc uc: 1o:co nvi sheet 1 of 1