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Home My WebLink AboutBLD2003-00385 • BUILDING PERMIT APPLOATION MLRA 03 00eview p 50 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00385 Received Date: 6/20/2003 SITE ADDRESS: 1103 E LUDLOW RIDGE RD PORT LUDLOW, 98365 OWNER: TERRY S HECKLER PHONE: (360)779-9140 NANCY HECKLER 28835 NE OYSTER POINT RD POULSBO WA 98370 SUBDIVISION: Block: Lot: T 1 PARCEL NUMBER: 821103002 Section: 10 Township: 28 N Range: 01 E CONTRACTOR: EDGEWATER HOMES INC PHONE: 437-2660 53 JACKSON LN PORT LUDLOW WA 98365 Contractor's License EDGEWHI066BL Expires 1/6/2005 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,090 VALUATION 250,000.00 ADD'L: 187 HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 290 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: LUDLOW PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 1 Seismic Streams Total: 2 Total: 1 Flood Way Floodplain Routing Date: F&W Landslide as �3 Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: Ii, 3 !7 E Permit $1,833.75 MJA 06/20/03 57932 Plan Check $1,191.94 MJA 06/20/03 57932 JUL 3 0 2003 State Building Code $4.50 MJA 06/20/03 57932 Potable Water Application $51.00 MJA 06/20/03 57932 Jefferson County Planning & Building Department Total: $3,081.19 Jefferson CIL Department of Community Development 0' 0 0 06 621 Sheridan Street,Port Town nd WA 88368[360]378-4450 Prmo? n 2003 Project Description: NIA 2p Building Type: Project Type: Frame Type: y. Single Family X. New , Wood ❑ Garage Attached/Detached ❑ 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: Choose one: Existing: Existing: ❑ Sewer ❑ Community System yt Electricity ❑ Oil Proposed: % Proposed: .2 ❑ Individual System ❑ Woodstove ❑ Propane Total: ` Total: nC If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor (S , Zv \ � Consistency Review 47.00 2ND Floor 22.� '3 Base fee vg 33. 3rd Floor Plan Check fee—65% 1 1 1 1 . 14 Htd Basement State Surcharge fee r Unhtd Basement Subtotal So11 . 19 Garage/Carport Pot Water Review fee 1�a., Decks // u -S •1� 911/Rd Approach fee ,LING S Commercial TOTAL 31 57. 1 q Industrial Receipt# _ 1 S 7 93 Other R74470! /ffC) t-kr -�a'•b DD- Cash/Check# £1 9 Total Valuation: ` Initials jam(/1 / Or Date (Q(2o /O3 Estimated Cost: — �5 c' 0 If within 200' o he Shoreline, Distance to Bank or Or erNlark ' 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 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 sh be requested and shall occur during regular business hours. Signature: — Date: a l 7--- _3 OVER -10. H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00385 Received Date 06/20/2003 SITE ADDRESS: 1103 E LUDLOW RIDGE RD Issue Date 07/30/2003 PORT LUDLOW, 98365 APPLICANT: TERRY S HECKLER PHONE: (360)779-9140 NANCY HECKLER 28835 NE OYSTER POINT RD POULSBO WA 98370 SUBDIVISION: Block: Lot: T 1 PARCEL NUMBER: 821103002 Section: 10 Township: 28 N Range: 01 E CONTRACTOR: EDGEWATER HOMES INC PHONE: 437-2660 53 JACKSON LN PORT LUDLOW WA 98365 Contractor's License: EDGEWHI066BL Expires: 01/06/2005 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: [ ] SETBACKS: O/< 9/ZG f03 [ ] UFFER: 9 z03 [ ] Footing: �l� /IG/03 / / [ ] Foundation: L /0 7-03 +4(voe.. r72EPMeE fd' AWDfi-0,0 t'K !1/®/O3C j4 [ ] Underground Plumbing: / [ ] Underground Insulation: [ ] Shear Wall : Insulation: 1i em.s 57/7/c1/V [ ] Framing: OTC 9//4' ( 1 Plumbing: +r r k)a j 4 VF.rrs OK Q///Df I1 rtese Z *E [ ] Propane Tank/ Lines: illeD L/ues a 9/1041, [ ] Insulation: /NsuLeK,0S//11, lt)A14..s 4 Fuaee 11 Sheetrock: AyA [ ] Septic Sytem Final Approval: 1 Zoning Final Approval: / � [ ] Final/Occupancy Approval: O,� -cce- e> / 3 /O j HEALTH DEPARTMENT APP OVAL R Q RED ` -IOR 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 CASE # BLD03-00385 1.) The application was reviewed by the Jefferson County Department of Community Development staff on June 30, 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 1, 2, &3; erosion; SSUC aquifer recharge; coasta 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.) 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. 7.) 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. 8.) 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. 9.) 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." 10.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 2 11.) The applicant shall permanentq 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. 12.) 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. 13.) 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. 14.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan dated October 16, 2003. 15.) 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. 16.) 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. 17.) 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. 18.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 19.) A Small Parcel Erosion and Sediment Control 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. 20.) 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). 11111 S 21.) The revised site plan dated July 15, 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 July 21, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 22.) This approval is for a single family residence 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. 23.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 24.) 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). 25.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 26.) An address of 1103 East Ludlow Ridge Road, Port Ludlow has been assigned to the parcel. East Ludlow Ridge Road is a private road (P219). 27.) A minimum of two (2)on-site parking spaces shall be provided for the single family residence. 28.) A septic(SEP90-0214) permit was cancelled on September 19, 1990 and is now filed with SEP02-219 which was approved on October 17, 2002. 29.) Maximum lot coverage shall not exceed 25%. 30.) The building height shall not exceed 35 feet. 31.) Minimum setback from East Ludlow Ridge Road right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from top of bank (as depicted on revised site plan dated July 15, 2003)shall be 100 feet. (Site plan depicts approximately 670 feet between proposed residence and top o bluff). 32.) A Declaration of Easement was recorded on September 13, 2002 under AFN 460005 for a septic system reserve area easement on Lot 17 for the benefit of Lot 16 per Survey recorded in Vol 10 pages 116. County tax assessor records identify this parcel as Tax 1 with 2/17th interest in Tideland A, B, D, E, & H consisting of approximatley 7.80 acres. I:\F_BLD_Permit_Buildng.rpt 10/29/1999