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HomeMy WebLinkAboutBLD2003-00713 UILDING PERMIT APPLICA•N MLA03-00616 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00713 Received Date: 11/14/2003 SITE ADDRESS: 172 SOARING EAGLE RD PORT LUDLOW, 98365 OWNER: DEAN D KOHN PHONE: (360)437-0566 JOSEPHINE KOHN 172 SOARING EAGLE RD PORT LUDLOW WA 98365 SUBDIVISION: CEDARHOLM VILLA Block: Lot: 35-37 PARCEL NUMBER: 942300024 Section: 19 Township: 27 N Range: 01 E CONTRACTOR: BUILDING BROKERS CONSTRUCTION PHONE: 1(800)551-2761 PO BOX 3831 SEQUIM WA 98382 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI' NEW POLE BUILDING/SHOP TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 17,730.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 988 SHORELINE: CONST TYPE: 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 Shoreline Aquifer_ Forest: Commercial Rural Type Amount Paid By: Date: Receipt: AfirissiiE./At :. , Permit $293.25 KAS 11/14/03 60373 Li '.« Plan Check $190.61 KAS 11/14/03 60373 State Building Code $4.50 KAS 11/14/03 60373 DEC Z 2003 Total: $488.36 Jefferson County PI4,. rst, & Building Depart: d BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00713 Received Date 11/14/2003 SITE ADDRESS: 172 SOARING EAGLE RD Issue Date 12/11/2003 PORT LUDLOW, 98365 APPLICANT: DEAN D KOHN PHONE: (360)437-0566 JOSEPHINE KOHN 172 SOARING EAGLE RD PORT LUDLOW WA 98365 SUBDIVISION: CEDARHOLM VILLA Block: Lot: 35-37 PARCEL NUMBER: . 942300024 Section: 19 Township: 27 N Range: 01 E CONTRACTOR: BUILDING BROKERS CONSTRUCTION PHONE: 1(800)551-2761 PO BOX 3831 ' SEQUIM WA 98382 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: NEW POLE BUILDING/SHOP REQUIRED INSPECTIONS: [ ] SETBACKS: J{ Z 7 k;let4i � o [ ] UFFER: tie V [ ] Footing: i ��-t g�t� � 2/2 4/a; [ ] Foundation: [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: T;' 414, 1 Plumbing: [ ] Propane Tank/ Lines: [ ] Insulation: f 1 Sheetrock: [ ] Septic Sytem Final Approval: I 1 Zoning Final Approval: [ ] Final/Occupancy Approval: e - t - a+t! f;//4//a,,t,' 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 • I SPECIAL CONDITIONS FOR CASE A BLD03-00713 1.) The application was reviewed by the Jefferson County Department of Community Development staff on November 18, 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: Conservancy shoreline designation; eagle; seismic; landslide 2 &3; erosion; SUSC aquifer recharge area; coastal 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.) 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. 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.) 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. 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.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge —. row, or any other prominent physical marking approved by the UDC Administrator. 11.) 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. 12.) 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. • • 13.) 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. 14.) 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. 15.) 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. 16.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 17.) 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. 18.) The applicant is proposing to create or add 1140 square feet of impervious surface and 1200 square feet of land disturbing activities. 19.) 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). 20.) This approval is for a pole building/shop 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. 21.) The revised site plan dated November 25, 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 December 9, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 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). 24.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 25.) The building height is not to exceed 35 feet. 26.) Minimum setback from Soaring Eagle Road right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from the nearest topographic slope shall be 90 feet as identified in a Geotechnical Report dated April 3, 1995 by Norman A. Dixon, PEG, Engineering Geologist. 27.) Per phone call from Shelly Ament(WDFW wildlife biologist)on December 8, 2003 there is not an eagle conflict with the proposed location of the ple building/shop. 28.) A Declaration of Restrictive Covenant was recorded on December 1, 2003 under AFN 478573 to consolidate Lots 35-37 of Cedarholm Villa Tracts for septic and building purposes only. 29.) The lots were created through the Cedarholm Villa Tracts on September 3, 1907 under AFN 25348. There were no identified plat conditions. 30.) An address of 172 Soaring Eagle Road, Port Ludlow has been assigned to the lots. Soaring Eagle Road is a private road (P82). 31.) A septic permit(SEP90-0473)was issued on March 23, 1990 and is now filed with SEP95-0054. A critical area review(CAR95-0035)was finaled on April 13, 1995. A building permit(BLD95-0167)was finaled on February 5, 1996 for a single family residence. A water review was conducted under OTH95-0088 and approved on May 3, 1995. • I:\F_BLD_Permit_Buildng.rpt 10/29/19 • Jefferson Canty liniment of Community Development ��.,,,,. ON, � 621 Sh lan Street,Port Townsend WA 88368(360)378-4450 ``� ?ergo? AppOC ? ©ft Project Description: Building Type: P oject Type: j'V"v b 4 L(J�Frame Type: ❑ Single Family New ❑ Wood L Garage Attache /Detached Addition ❑ Steel ❑ Modular ..... ❑ Alteration/Remodel ❑ Concrete • ❑ Commercial 0 Repair El Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: f7 ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: _ Proposed: ❑ Individual System ❑ Woodstove ❑ Propane Total: Total: If not sewer,fill out the following: ❑ Heat Pump /// ❑ Conventional ❑ Alternative ❑ Other Permit# SEP ' CI Gj - "ter Supply: Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor Consistency Review 47.00 2ND Floor Base fee t f'Cj 5- CI( 3rd Floor Plan Check fee-65% l qe), b( Htd Basement 1 State Surcharge fee ', Unhtd Basement Subtotal -j 3 5,3, _ Garage/Carport -b0 Pot Water Review fee CP Decks 911/Rd Approach fee , i Commercial TOTAL -j G, Industrial Receipt# (I ' .---1. Other / Cash/Check# �"'1D E ' Total Valuation: Initials -6 Or (�- . q- SO12-3 Date i I/i it/ Estimated Cost: /// 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 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 access and ri t of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. 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