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Home My WebLink AboutBLD2004-00278 BUILDING PERMIT APPLI11,110N MLA04-OO2'�S Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD04-00278 Received Date: 4/29/2004 SITE ADDRESS: 4a lIONTGOMERY ST PORT HADLOCK, 98339 OWNER: DAVID TREAT PHONE: (253) 377-0835 46039 284TH AVE SE ENUMCLAW WA 98022-9315 SUBDIVISION: HARRISBURG Block: 11 Lot: 3-4 PARCEL NUMBER: 956701102 Section: 2 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: MIKE THACKER PHONE: (360) 385-4149 80 W FITCHBURG AVE PORT HADLOCK WA 98339 PROJECT DESCRIPTIOI NEW SFR W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,187 VALUATION 88,565.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: WOD OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 470 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PUD PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 2 Seismic Streams Total: 3 Total: 2 Flood Way Floodplain Routing Date: / F&W Landslide " 3� 0.ie2C Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A P 0VE D Permit $1,049.75 KAS 04/29/04 64196 Plan Check $682.34 KAS 04/29/04 64196 MAY 1 8 2®Q�t State Building Code $4.50 KAS 04/29/04 64196 Potable Water Application $52.00 KAS 04/29/04 64196 Jefferson County Piar>rhtr & apati.: ,.it Total: $1,788.59 oxv �� • _ _ _ , Jefferson COIYSepartlwnentcf CoumIu fty D811810pmeflt - r P r i� (121..She l m Street,Port Townsend WA 00368[3601370-4450 K` I E A , o 0 its, ifING, 0 LIl P 0Ca j Don , ,. Building Type: i,cPT.Of CJ`' _ ProjectTj e: Frame Type: 1 -Single Family . New Wood g Garage Attached/Detached ❑ Addition 0 Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete O Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: O Industrial O Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑ Community System (,�WElectricity ❑ Oil Proposed: D- Proposed: a /'Individual System . Woodstove ❑ Propane Total: - Total: 3 If not sewer,fill out the following: ❑ Heat Pump IN.Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: 1 ❑ Private well ❑ Two Party Well 0 Public:Name of water system: 6"` l.a T Square Footage: Office Use For Office Use Only J Main Floor 1 l e? rig,�31.3� Consistency Review r�g 0, 2ND Floor Base fee ` '4cl CZ 3=d Floor -- Plan Check fee . (.0?). .3$ Htd Basement State Surcharge fee '41 . 5L1O Unhtd Basement Subtotal ,t SA.G1 Garage/Carport l U I I 9 r`��i' 85 a Pot Water Review fee Decks �10�' 911/Rd Approach fee t Commercial " r ` TOTAL �G 1o .; _ Industrial /, Receipt# 62 i 1/q(Cj Other Cash/Check# /0 8 a /d 0 Initials d c ; . Date 'I/�q ?� ura. ff C / c) utt,.... Estimated Cost: i j C If within 200' of the Shoreline, li✓, Distance to Bank or Ordinary High Water Mark ft.Bank Height ft. t 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 a ss 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 t e applicant's property or structure shall be requested and shall occur during regular business hours. tiSignature: L fT: � Date: —4 I �� /0 OVER ► G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004 BUILDING PERMIT Jefferson County Depm 621 Sheridan Streetart, Portentof TownsendCommunity, WA Development 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00278 Received Date 04/29/2004 SITE ADDRESS: 102 MONTGOMERY ST Issue Date 05/18/2004 PORT HADLOCK, 98339 APPLICANT: DAVID TREAT PHONE: (253) 377-0835 46039 284TH AVE SE ENUMCLAW WA 98022-9315 SUBDIVISION: HARRISBURG Block: 11 Lot: 3-4 PARCEL NUMBER: 956701102 Section: 2 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE REQUIRED INSPECTIONS: Ler SETBACKS: Pit- t` j 2 c7—Ok [ ] UFFER: 12 Footing: P4A"A D c — - —`per `3r—C I-- Foundation: OIe--- 2'v4' [ ] Stormwater FINAL Approval: [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: /it b/ ndh&n4 /ii/c1fr f 1 Plumbing:jf k 4// [ ] Propane Tank/ Lines: ,.,0u77 ReGPANe. O1 491/*4egt [ ] Insulation: OX 81.40py f 1 Sheetrock:at w et i4) tz — I-1_ui _ [ ] Septic Sytem Final Approval: 1 1 Road Approach Final Approval: [ ] Zoning Final Approval: 1 Final/Occupancy Approval: , 1 'Z—Z 2,--^o>1 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 SPECIAL CONDITIONS FOR ASE t BLD04-00278 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 4/22/04 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, Seawater Intrusion Protection Zone (SIPZ) and Stormwater. 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.) 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. 5.) 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. 6.) 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. 7.) VOLUNTARY MEASURES 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. 8.) 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. 9.) 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. 10.) The applicant is proposing to create or add 2,469-square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Stormwater Site Plan. 11.) 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. 12.) A Stormwater Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 13.) 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). 14.) The site plan as submitted with the building application on 4/22/04 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 5/14/04 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 15.) This approval is for a single family dwelling with attached 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. 16.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 17.) The building height is not to exceed 35 feet. 18.) The property is located adjacent to two (2) local access roads (Spruce Street and E. Montgomery). Setbacks from the roads shall be 20-feet. The setbacks shall be measured from the edge of the right-of-way to the proposed development. The remaining side and rear setback shall be 5-feet. Setbacks shall be measured perpendicularly from the lot line to the proposed development. 19.) The applicant is developing across two seperate tax parcels. A declaration of restrictive covenant was recorded with the Jefferson County Auditor's office on 4/5/04 under AFN482923. I:\F_BLD_Permit_Buildng.rpt 10/29/1999