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Home My WebLink AboutBLD2004-00312 BUILDING PERMIT • 0 Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00312 Received Date 05/12/2004 SITE ADDRESS: 91 GEORGE LESLIE DR Issue Date 05/25/2004 PORT LUDLOW, 98365 APPLICANT: GE LAND LLC PHONE: (253)826-4261 1125 57TH ST E STE D SUMNER WA 98390 SUBDIVISION: GARTEN ESTATES Block: Lot: 12 PARCEL NUMBER: 952900012 Section: 34 Township: 28 N Range: 01 E CONTRACTOR: GE LAND LLC PHONE: 1125 57TH ST E SUITE D SUMNER WA 98390 Contractor's License: GELANLL966DD Expires: 3/4/2006 PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE &COVERED PORCH REQUIRED INSPEC IONS: 04 SETBACKS: UFFER: [)4 Footing:C s-',A,Lit"-j et— '. [4 Foundation: \,--.06( vi, Stormwater FINAL Approval: o [ ] Underground Plumbing: [ ] Underground Insula 'o tt4j Shear Wall :�9 ,7$y b4 Framing: DfLt tilik. CA p . .. - 2b-0� [)(I Plumbing: ox-0, pb - -7 [ ] Propane Tank/ Lines: IX Insulation: 03. 7, 2. - O rot Sheetrock: Tr —pik 1 _ [ Septic Sytem Final Approval: 1 Road Approach Final Approval: [ . Zoning Final Approval: g Final/Occupancy Approval: OK gar ''/o i f 16,fri At': HEALTH DEPARTMENT AND PUBLIC WORKS 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 - •BUILDING PERMIT APPLICION MRLA04-00p271 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00312 Received Date: 5/12/2004 SITE ADDRESS: 91 GEORGE LESLIE DR PORT LUDLOW, 98365 OWNER: GE LAND LLC PHONE: 1125 57TH ST E STE D SUMNER WA 98390 (253'826-4261 SUBDIVISION: GAR EN ESTATES Block: Lot: 12 PARCEL NUMBER: 952900012 Section: 34 Township: 28 N Range: 01 E CONTRACTOR: GE LAND LLC PHONE: 1125 57TH ST E SUITE D SUMNER WA 98390 Contractor's License GELANLL966DD Expires 3/4/2006 REPRESENTATIVE: GE LAND LLC PHONE: (253) 826-4261 X 123 THOMAS ANSMAN 1125 57TH STE STE D PROJECT DESCRIPTIOr NEW SFR W/ATTACHED GARAGE & COVERED PORCH TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,211 VALUATION 141,750.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: 1 OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 400 CONST TYPE: DECK: 30 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: LUDLOW PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 3 Seismic Streams Total: 3 Total: 3 Flood Way Floodplain Routing Date: �I / F&W Landslide �i / 3(0 4 C Shoreline Aquifer I Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,228.95 KAS 05/12/04 64421 APPROVED State Building Code $4.50 KAS 05/12/04 64421 Potable Water Application $52.00 KAS 05/12/04 64421 MAY 2 5 2004 Total: $1,285.45 yteff:Birasiol Planningn i Countya prtment 1 . ,0,.-i 0 . • Jefferson County Department of Community Development ``t. A t,�, r�;:, 621 Sheridan Street,Port a illi 0636i8[3 l 3 , `450 peri)m, i) A po -----, rit,, , . ,, J0 1, n it 2004 y Li - Project Descr�tion: ` rF �� : 1- Buildin e: Project Type: • Frame Type: Sin lc Famil, 00 Garage Attached/Detached Addition •tee] Modular Alteration/Remodel Concrete • Commercial Repair Masonry Multi-family/#of Units Demolition Other: Industrial Other: g� Bathrooms: .Bedrooms: Type of Sewage Disposal: Type of Heat: �� / Choose one: Existing: 24. Existing: 3 Sewer_ Community System Electrici Oil Proposed: Proposed: 'vidual System Woodstove Propane Total: Total: If not sewer,fill out the following: I-Icat Pump Conventional Alternative Other Permit# SEP xi Water Supply: A� / , Private well Two Party Well Public:Name of water system: 10 I 04 V, ... Square Footage: For Office Use Only I — J Main Floor ( '� O��j°W Consistency Review '1 2 2'`D Floor Base fee I , 2R$,61S 3rd Floor j— Plan Check fee 5k- - tQUY\ 01— g Htd Basement �' State Surcharge fee �� Unhtd Basement e.---' Subtotal 1 81_ 9 5 Garage/Carport 'Ye'° 1 An Pot Water Review fee 1— 5 —� ekseovatEp CIt 101•t� 911/Rd Approach fee %JoAe X1S-Vt,INS Ad Commercial 0 e v• •i' TOTAL I, 3 tv ,'15 Industrial 1 L Receipt# (64.6\a\ Other Cash/Check# 1 O"\3 Total Valuation: Initials Or � Date 4 I V\ Estimated C. J^f I / 0 If within 21: • . f ..- 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 iefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and t of a to Jeffe nay 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 icant' roperty to shall be requested a !occur during regular business hours. Signatur • Date: -r7G) e- OVER ► H:HOME\el .,NCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 • • Garten Estates by New Homes, Ilc (scale: 1"=40') INFILTRATION TRENCH %% 601J' x 2' DP. MIN. PERMIT # BED 0 4 - 0 3 12 JEFFERSON COUNTY DCD 7 , 4,*1 ..� .6&0 66/ / E ' 3367,, •a 'C :,::::: ,tAir__—it;_ . „....... . , :, . ____ _ >72, I . ,,,,,, _., .,, 4. i /J / // ///, / / /i0T1; t '.. 0c Z3rifi%e z.:::'%i:/ 216::.:.�Y / Jam. ,�/ ': ,'-'l 1 / / RESERVE i / / b 2 �w 680 Sq.Ft. �,1 / PRIMARY si �/ _` �_' 1005 Sq.Ft. / 99 — V APPROVE ) 133.38' SITE PLAN MAY 2 4 2004 r i , E JEFFERSON COUNTY jti 2004 DEPT.OF CQM�'IUNI EL P 1 t.: SIGNATURE:uV \O— J Stormwa er BMP's ,,,pi._ . IMPERVIOUS SURFACE Required RUNOFF TO DRAIN TO STORM WATER SYSTEM. PARCEL# 952-900-012 LOT SQ. FT: 12,905 GE LAND LLC HOUSE PLAN# S-1211 DISTURBANCE AREA: 4618 1125 57th ST. E. SUITE D 91 GEORGE LESLIE IMPREVIOUS AREA: 2160 SUMNER, WA 98390 (253)826-4261 I:\Drafting\Plat maps\Gartin Estates Plat.dwg,5/11/2004 11:02:08 AM,Brandon • SPECIAL CONDITIONS FOR COE A BLD04-00312 1.) The application was reviewed by the Jefferson County Department of Community Development staff on May 24, 2004 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 Areas, Special Aquifer Recharge Protection Areas and High Risk Seawater Intrusion Protection Zones (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.) 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. 9.) 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. 10.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 11.) The applicant is proposing to create or add 1715 square feet of impervious surface and 4618 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal shall adhere to Best Management Practices (BMPs). 12.) 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). 13.) The site plan as submitted with the building permit application on May 12, 2004 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 24, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 14.) This approval is for a single family residence with attached garage and covered porch 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. 15.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 16.) Not more than two (2) unliced or inoperable vehicles shall be stored on any 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). 17.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 18.) The building height is not to exceed 35 feet. 19.) Minimum setbacks feom George Leslie Dr right-of-way is 20 ft. Minimum side and rear setbacks are 5 ft. 20.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 21.) A septic permit (SEP03-00321)was approved on February 7, 2004 for a system of 480 gallons per day. 22.) George Leslie Dr is a private road (P581). The road approach is existing and an address of 91 George Leslie Dr has been assigned to the parcel. 23.) This parcel was created through Garten Estates under AFN 465764, filed of record February 14, 2003 in Volume 7 of Long Plats, page 171-175 with Jefferson County Auditor's office. 24.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through #12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. 25.) A minimum of two (2) on-site parking spaces are required for the single family residence. 26.) The lot is served by the Ludlow water system and is not required to comply with the High Risk Seawater Intrusion Protection Zones (SIPZ) requirement. It is, however, is a good practice to utilize low use water fixtures and water conservation methods. I:\F_BLD_Permit_Buildng.rpt 10/29/19