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HomeMy WebLinkAboutBLD2003-00347 _ . . • • BUILDING PERM IT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00347 Received Date 06/4/2003 SITE ADDRESS: 109 NOLTON RD Issue Date 12/30/2003 NORDLAND, 98358 APPLICANT: MARTIN J KITHCART PHONE: (360)385-3218 109 NOLTON RD NORDLAND WA 983589604 SUBDIVISION: NOLTON'S EAST Block: 4 Lot: 3 - PARCEL NUMBER: 975900406 Section: 29 Township: 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: DETACHED GARAGE REQUIRED INSPECMONS: [ 11/ SETBACKS: (v - [(]/ UFFER. l- 1119 [y/ Footing: (c-OArii›cam 1 -Y,e [ ] Foundation: ts� 00 / [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: OKt/Con46fian5 f /5/811. 1 1 Plumbing:-, "' ' J [ ] Propane ank/ Lines: 57-C4ArC,// -Z z-6s-- [ ] Insulation. 2 pi; F2oor(- I 1 Sheetroc �. oo,c. )P• X�-az [ ] Septic Sytem Final Approval: 1 Zoning Final Approval: [ ] Final/Occupancy Approval I\_?—)CC 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. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE REVERSE UILDING PERMIT APPLICAN BLD03-00347 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00347 Received Date: 6/4/2003 SITE ADDRESS: 109 NOLTON RD NORDLAND, 98358 OWNER: MARTIN J KITHCART PHONE: (360)385-3218 109 NOLTON RD NORDLAND WA 983589604 SUBDIVISION: NOLTON'S EAST Block: 4 Lot: 2,3,+ PARCEL NUMBER: 975900406 Section: 29 Township: 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION DETACHED GARAGE L4F2 �) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN:2MR /4615F. VALUATION 42,204.00 ADD'L: 72. Bee- HEAT TYPE: -}}-i-LPG CODE EDITION: 1997 HEAT BASE: HEATED /ogd 5f HEAT TYPE: OCCUPANCY: R-3 UN i , # O STORIES: 2 OCCUPANCY: 'C CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: try6 ay-945. DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL 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: / F&W Landslide - CDD Shoreline _Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: APPROVEr Permit $573.05 RAC 06/04/03 56378 Plan Check $372.48 RAC 06/04/03 56378 DEC 3 0 2003 State Building Code $4.50 RAC 06/04/03 56378 Total: $950.03 Jefferson County Planning & Building Departireni 0 • Jefferson County Department of Community Development 4it 4" 621 Sheridan Street,Port Townsend WA 98368 13601 379-4450 0 c\r„. �` � p��� a ‘, , c,citoif, 2) ° rlf 4 2g03 JL, ' FIFON COS! T' DCD Project Description: Building Type: Project Type: Frame Type: Single Family -ew o0 Garage Attached/ etached/ 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: .r(if Choose one: Existing. Existing. wet [�ty System Electricity Oil Proposed: Proposed: Individual SY Woodstove Propane Total: Total: If not sewer,fill out the following: Heat Pump Conventional Alternative Other Permit# SEP ."77—MI Water SupF Private well) Two Party Well Public:Name of water system: Square Footage: I For Office Use Only Main Floor l OW CR" 1 5 a a.a�3•(p 5 Consistency Review 1• ©U 2ND Floor 6150 -43-' " cO, 133• I{O Base fee 5 1 3 . 05 ''0 3rd Floor Z��4 Plan Check fee , 1Htd Basement Ti n1 S° G State Surcharge fee � 7 , .5 Unhtd Basement r1. Yi -„ Garage/Carport �' ,� Pot Water Review fee Decks `/ .. ���/ 911/Rd Approach fee Commercial TOTAL l ,, - (3.p3. 1 Industrial /.3,g l Receipt# ___ .aQ Other -Id Cash/Check# C a 41 Total Valuation: Initials ,/A. Or Date 940N Estimated Cost: $1 fZi COO 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 pro -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 l the applicant's pr perty or st cture sh 1 be requested and shall occur during regular business hours. Signatur: i Q e-014-- Date: //L 77, 3 OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 • • SPECIAL CONDITIONS FOR CASE A BLD03-00347 1.) The application was reviewed by the Jefferson County Department of Community Development staff on July 2, 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: Special Aquifer Recharge Area and Seawater Intrusion Protection Area (SIPZ). 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.) 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. 6.) The parcel is located within a High Risk SIPZ (seawater intrusion protection zone) according to the County GIS map. There are 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 High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses above 200 milligrams per liter(mg/L). 7.) 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. 8.) 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. • 18.) Not more than two (2) unlicensed or inoperable vehicles shall be stored oly 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). 19.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 20.) The building height is not to exceed 35 feet. 21.) Minimum setback from Morgan Street right-of-way shall be 20 feet. Minimum setback from Swan Street right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. 22.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 23.) The lots have access via Nolton Road a county local access road (C596009). An address of 109 Nolton Road, Nordland has been assigned to the lots. 24.) A septic permit(SEP77-0237)was finaled on August 2, 1977. (Applicant is required to designated a reserve area). 25.) The lots were created through the Nolton's East Port Townsend Addition subdivision on December 19, 1889 in Volume 2 Page 36. No Auditor's File Number. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 fil) 9.) MANDATORY MEASURES HIGH 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. 10.) MANDATORY MEASURES FOR HIGH RISK 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 requirements: a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106 for a new groundwater well within 100 feet of a sea-salt water intrusion area per WAC 173-160-171 (i.e., within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an Ecology variance, applicant must provide evidence through a hydrogeologic assessment(relevant components of an Aquifer Recharge Area Report per UDC 3.6.10.e) of a reasonable probability that the subject aquifer will not be degraded by the proposed use of well. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 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.) 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. 13.) The applicant is proposing to create or add 1073 square feet of impervious surface and 1073 square feet of land disturbing activities. 14.) 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). 15.) The site plan as submitted with the detached garage building permit application on June 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 November 12, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 16.) This approval is for a 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. 17.) 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