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HomeMy WebLinkAboutBLD2003-00577 BUILDING PERMIT Jefferson County Department of Community, Development 621 Sheridan Street, Port Townsend WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD03-00577 Received Date 09/17/2003 SITE ADDRESS: 84 MOONDANCE LN Issue Date 12/11/2003 PORT LUDLOW, 98365 APPLICANT: DAVID PLASTOW PHONE: (360) 385-7113 TOMI PLASTOW 915 HANCOCK ST PORT TOWNSEND WA 98368 SUBDIVISION: HOLLAND SHORT PLAT Block: Lot: 2 PARCEL NUMBER: 821334106 Section: 33 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: DETACHED GARAGE REQUIRED INSPECTIONS: [ ] SETBACKS: [ ] UFFER: [ ] Footing: [ ] Foundation: [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: OK 3/04 I 1 Plumbing: OK 3///644 I [ ] Propane Tank'Lines:�J [ ] Insulation: 4fc.LS £L 0,1C /464/ 44s/dt. of L.,D oK 3/AA Y — I 1 Sheetrock: 1>a' 3/e/ 11,/ [ ] Septic Sytem Final Approval: [ 1 Zoning Final Approval: n n [ ] Final/Occupancy Approval: Ok +� t( 1a ii,"/".KFerHEALTH DEPARTMENT APPROVAL REIREDTO FINAL INSPECT ION 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 CASE A BLD03-00577 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 9/17/03 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: Landslide Hazard Area (low), Susceptible Aquifer Recharge Area, Coastal Seawater Intrusion Protection Zone 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.) 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). 5.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 6.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. The property contains a gradual slope and the proposal will not be sited on a steep top or toe of a designated landslide hazard area. 7.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 8.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 9.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 10.) VOLUNTARY MEASURES OCOASTAL &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. 11.) 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. 12.) 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. 13.) The applicant is proposing to create or add 1,090 square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Medium Stormwater Plan. The request is due to conditions being approved on the Holland Short Plat Subdivision. 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.) A Medium Stormwater Management 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. 16.) The site plan as submitted with the building application on 9/17/03 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 10/03/03 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 17.) This approval is for a 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. 18.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined by the amount of impervious surface which includes roof tops, driveways, concrete, etc. 19.) The building height is not to exceed 35 feet. 20.) Huckleberry Lane and Moond'tce Lane require a minimum 20-foot setbaeasured from the edge of the right or way to the proposed development. The remaining side and rear setbacks shall maintain a minimum 5-feet. All side setbacks shall be measured perpendicularly from the lot line to the proposed development. 21.) 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). 22.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 23.) Not more than two (2) unlicensed 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). I:\F_BLD_Permit_Buildng.rpt 10/29/19 UILDING PERMIT APPLICAIN MLA03-00523 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00577 Received Date: 9/17/2003 SITE ADDRESS: HUCKLEBERRY LN PORT LUDLOW, 98365 OWNER: DAVID PLASTOW PHONE: (360) 385-7113 TOM I PLASTOW 915 HANCOCK ST PORT TOWNSEND WA 98368 SUBDIVISION: HOLLAND SHORT PLAT Block: Lot: 2 PARCEL NUMBER: 821334106 Section: 33 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION DETACHED GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 17,595.00 MAIN: CODE EDITION: 1997 ADD'L: HEAT TYPE: SEMI OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: 96 SHORELINE: CONST TYPE: GARAGE: 864 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: 1 Seismic Streams Total: Total: 1 Flood Way Floodplain Routing Date: F&W Landslide �/�3/03 - fr (3 Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: �or5 /ate Permit $349.25 MJA 09/17/03 60077 E D Plan Check $227.01 MJA 09/17/03 60077 State Building Code $4.50 MJA 09/17/03 60077 DEC 1 1 2003 Potable Water Application $51.00 MJA 09/17/03 60077 Jefferson County I'i ;ining Total: $631.76 &Building Department SON 0 III Jefferson CUI111 8I't111911t of Y Bell In `� , , °� 621 Shaikh"'Street,Port Townsend WA 18368[360)378-4450 w °, i prm0t,,c.....___ Project Description: -JD- E C 1.6 ' '` ,,--. , . L + ' Building Type: Project Type; Frame Type: ❑ Single Family 111 SEP 1 7 2003 yP yt Garage Attached/Detached ❑0 di 0 Wood Addition _ _ ❑ Steel ❑ Modular ❑ Alteration/Remodel j . rnl� ❑ Concrete ❑ Commercial EFFERsoN JNTY: ❑ Repair LEA:'i, ( CC,MM(INIrr PINE i ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: C) Existing. 0 ❑ Sewer ❑ Community System y ❑ Electricity ❑ Oil Proposed: I Proposed: Individual System ❑ Woodstove ❑ Propane Total: vi Total: If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative t Other 1-/a L41 Cc-I. Permit# SEP _(;',.,_ i CI C; f Ai e,9 7,4;2 ao-1 Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: I Square Footage: For Office Use Only Main Floor Consistency Review 47.00 2ND Floor y Base fee 3 't "a5 3rd Floor _ 65% aa�,© 1 Plan Check fee— Htd Basement State Surcharge fee ti I. 50 Unhtd Basement rn Subtotal p �.1 co Garage/Carport 9 L/ { 1 5°H,c);c Pot Water Review fee 8 a , Decks 911/Rd Approach fee I "1 I Commercial . 3 OTAL S 6, -1 k, Industrial Receipt# 6MI--7 Other L/UW Senyl t vie,Arg i 13,91.1, i6S7,4 ash/Check# Fj 44"js' Total Valuation: J ( 4-1 Initials e, O l �_ Date t ( t7 t03 EOstirmated Cos-t l U If within 20' of the Shoreline, Distance to Bank or Ordinary High Water Mark ////9 ft. Bank Height A///9 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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