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Home My WebLink AboutBLD2003-00180 BUILDING PERMIT ID Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00180 Received Date 03/19/2003 SITE ADDRESS: 725 LUDLOW BAY RD Issue Date 04/30/2003 PORT LUDLOW, 98365 APPLICANT: RANDY L DUHON PHONE: CYNTHIA J DUHON 725 LUDLOW BAY RD PORT LUDLOW WA 983658733 SUBDIVISION: LUDLOW BEACH TRS 2 Block: Lot: 7 PARCEL NUMBER: 969000007 Section: 16 Township: 28 N Range: 01 E CONTRACTOR: LANDER CUSTOM DESIGNED HOMES PHONE: (360)437-2501 PO BOX 65437 PORT LUDLOW WA 98365 Contractor's License: LANDECD022JT Expires: 03/12/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE REQUIRED INSPECTIONS: Air' ] SETBACKS /Footings: '/ B3 tertk 670'_] Foundation: d� .� /7 C'� - 2z//2 cf - �ef')/6 ,-, [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: f 1 Propane Tank/Lines: / PA,w L►,S Or- 1//04/ [ ] Insulation: t 7 E//Oca O OK elf/U3 49/ 02743 1 Sheetrock: OK � f 1 Septic System Final Approval: [ ] Zoning Final Approval: f 1 Final/Occupancy Approval:! 4-- 0 i/idie HEALTH DEPARTME T APPROVA(L RE `1 ED 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. SPECIAL CONDITIONS APPLY- SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS FOR CASE # BLD03-00180 1.) EXISTING MOBILE HOME MUST BE REMOVED PRIOR TO FINAL/CERTIFICATE OF OCCUPANCY. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on 3/19/03 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: Shoreline (Suburban), Coastal Seawater Intrusion Protection Zone (SIPZ)and Stormwater. 3.) The proposal identifies two streams in close proximity to the parcel. However, no evidence of a defined channel or ravine are present on the property and therefore additional setbacks do not apply. 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.) 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. 7.) 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. 8.) VOLUNTARY MEASUR1POF 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 11,000 square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Large Parcel Sedimentation and Erosion Control 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 Large Parcel Sedimentation and Erosion 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. 13.) The site plan as submitted with the building application on 3/19/03 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 3/28/03 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 14.) This proposal was reviewed for compliance with the Jefferson County Shoreline Master Program. The bank was determined to be approximately 37-feet high and the required setback proposed is 40-feet. The setback shall be measure 40-feet perpendicularly from the top of the bluff to any proposed development. In addition, a minimum 30-feet (measuring from the top of the bluff towards the development) shall be maintained as a buffer. 15.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. • 16.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar (Thuja Plicata), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry(Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow(Saliz Lasiandra), and Scouler's Willow (Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry(Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean Spray(Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant (Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry(Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium). 17.) The building height is not to exceed 35 feet. 18.) Ludlow Bay Road is classified as a local access road and requires a minimum 20-foot front yard setback. The sides shall maintain a minimum 5-foot setback. The rear lot line is adjacent to the shoreline and shall maintain a 40-foot setback. 19.) Maximum lot coverage is not to exceed 25%. Lot coverage is calculated by the amount of impervious surface which includes roof tops, driveways, concrete, etc. is\F_BLD_Permit_Buildng.rpt 10/29/1999 Ir b BUILDING PERMIT APPLI ION MLA03-00139 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00180 Received Date: 3/19/2003 SITE ADDRESS: 725 LUDLOW BAY RD PORT LUDLOW, 98365 OWNER: RANDY L DUHON PHONE: CYNTHIA J DUHON 725 LUDLOW BAY RD PORT LUDLOW WA 983658733 SUBDIVISION: LUDLOW BEACH TRS 2 Block: Lot: 7 PARCEL NUMBER: 969000007 Section: 16 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,260 VALUATION 340,000.00 ADD'L: 969 HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: HTP OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 552 SHORELINE: CONST TYPE: DECK: 562 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 4 Seismic Streams Total: 3 Total: 4 Flood Way Floodplain Routing Date: D F&W Landslide 3 03 ` Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,337.75 MAM 03/19/03 55958 APPROVED Plan Check $1,519.54 MAM 03/19/03 55958 State Building Code $4.50 MAM 03/19/03 55958 APR 3 0 2003 Potable Water Application $50.00 MAM 03/19/03 55958 Total: $3,911.79 Jefferson County Planning & Building Department '31/A/00Y n a , Jefferson I y i anoint of Community Bev, r i nowt 621 S id=Street oo Nit Townsend WA 883 6813601370-4450 6,4fr � 70 prmo? cto� N0 Project Description: Building Type: Project Type: Frame Type: le-Single Family V New IA Wood C7 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: ... ❑ ewerdid ❑ System ❑ Woodstove ❑ Propane Total: 3•S Total: 3 If not sewer,fill out the following: fl3'Heat Pump L11 Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: Cl/Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only i Main Floor Z 2-(06 j n 532 . g0 Consistency Review 47.00 2ND Floor 9 Lo) G3 2%-3 2-- Base fee 2337,7 S 3rd Floor Plan Check fee-65% ( J J•54 ��Q ,� Htd Basement State Surcharge fee n 4.D.so Q`o Unhtd Basement Subtotal 3610 -7 Garage/Carport S 5 l >30(0.0- 4- Pot Water Review fee 1 .00 Decks C( -- (3 Z c �— 911 d Approach fee -Fri t .tier Commercial TOTAL Industrial 2Z 1°7:16 Receipt# "J Other Cash/Check# $7?- Total Valuation: Initials Or 2 Date �1 cC),,, Estimated Co : ✓ c j 00 ,oj If within 200' o horeline � 3 Distance to Bank or Ordinary High Water Mark 4 C3 ft.Bank Height S 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 e try to he applicant's property or structure shall be requested and shall occur during regular business hours. Signature: �— Date: 1 q Ma, 20 o 3 OVER H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01