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Home My WebLink AboutBLD2003-00535 •UILDING PERMIT APPLICA•N MLA03-00489 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00535 Received Date: 8/25/2003 SITE ADDRESS: 1331 E LUDLOW RIDGE RD PORT LUDLOW, 98365 OWNER: DAVID REID PHONE: 425-890-6564 46 VILLAGE WAY PMB 131 PORT LUDLOW WA 98365 SUBDIVISION: Block: Lot: T 19 PARCEL NUMBER: 821103010 Section: 10 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 LANDECDO22JT Expires 3/12/2004 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,972 VALUATION 250,000.00 ADD'L: 536 HEAT TYPE: OIL CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 OCCUPANCY: UNHEATED: 700 #OF STORIES: OTHER: CONST TYPE: 3N GARAGE: 704 SHORELINE: CONST TYPE: DECK: SETBACK: 250 BANK HEIGHT: 100 SEWAGE DISPOSAL: ALT WATER SYSTEM: LUDLOW 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: 9ID F&W Landslide Z.� i��i Shoreline Aquifer IForest: Commercial Rural Type Amount Paid By: Date: Receipt: ARP 11:': V E ED Permit $1,833.75 MJA 08/25/03 58399 e/ 1... L� Plan Check $1,191.94 MJA 08/25/03 58399 OCT 1 6 2003 State Building Code $4.50 MJA 08/25/03 58399 Jefferson County Planning Potable Water Application $51.00 MJA 08/25/03 58399 & Building Department Total: $3,081.19 1 atoikr fsigie4 Gil pN �, --- ; i Cox rtment of Conn ty Develownwit �& AUG 2 1 ' ! m 621 Shaft!Street,Port Townsend WA MU ME p A00 ,....„„,,,0,- - )F C.0: . , , .- .4 T , Project Description: Building Type: Project Type: Frame Type: X Single Family New Wood ❑ Garage Attached/Detached 0 Addition 0 Steel O Modular ❑ Alteration/Remodel ❑ Concrete . O Commercial 0 Repair 0 Masonry ❑ Multi-family/#of Units 0 Demolition ❑ Other: ❑ Industrial ❑ Other. Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat Choose one: Existing: Existing: ❑ Sewer ❑ Community System ❑ Electricity %Oil Proposed: 1,.5 Proposed: 3 %Individual S Total: Total: ystem- 0 Woodstove 0 Propane If not sewer,fill out the following: ❑ Heat Pump 0 Conventional ' Alternative ❑ Other Permit# SEP O3—OD t 04 Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor I Q 1 2 1253i-132.,(,�po ; 2ND Floor �3� 314 qq°'uA Bases feestency aesfeenry Review I.33.]-7S # 3�Floor Plan Check fee—65% I 19 i ' ` Lf •. Htd Basement — ,_ State Surcharge fee L{ ' SD Unhtd Basement 700 Q 1 ' Subtotal 3 b 77., (9 23 Garage/Carport 7 4 1'O Pot Water Review fee Z-2, 0.° Decks — 1 L Z 911/Rd Approach fee _ \ i Commercial 1,Z.1 7 TOTAL �J S , C/ Industrial `�O Receipt# SO 1 Other Cash/Check# 10 3 3 Total Valuation: Initials Or Date -( l b3 Estimated Cost: Z— )C00- If within 200' of the Sh reline, Distance to Bank or Ordinary ' 'Z 7 ft.Bank Height l) 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 provi a ess d ' ht of 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 en to the a pli s perry or tructure shall be requested and shall occur during regular business hours. /\ Signature: . - Date: p 'Z 6 .03 OVER 0. H:HOME\PLNCNTR\ BLDG\FORMS\BLDpermitApplication 11-8-01 1110 BUILDING PERMIT 0 Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD03-00535 Received Date 08/25/2003 SITE ADDRESS: 1331 E LUDLOW RIDGE RD Issue Date 10/16/2003 PORT LUDLOW, 98365 APPLICANT: DAVID REID PHONE: 425-890-6564 46 VILLAGE WAY PMB 131 PORT LUDLOW WA 98365 SUBDIVISION: Block: Lot: T 19 PARCEL NUMBER: 821103010 Section: 10 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: LANDECDO22JT Expires: 03/12/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE REQUIRED INSPECTIONS: ,�-�L [ 1 SETBACKS: Ok /11/24/03 ag 4ai TNaksi �x / ! d� [ ] UFFER: Jlo�u� /Jo �0143, [ ] Footing: 4k IDIzI e8 cJ Gohli��on 4/4,1 -r4oks6" OK / [ l Foundation: !,J earl flan 1! 04/63, (s-Al2�o1E 11-�i 3'�':3 u�5`I~ � t�I Z [ ] Underground Plumbing: wrn ri bIL fzo oft pfr [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: A� 7ATi3/ 1 1 Plumbing: 0 .5�6/' fi-1 7A1 N i llk t CO,.,/, ,/ /] Propane Tank/ Lines: bra- 1a L/N�"S elf< ly /fit $ PAileD� 5�21 ;14,A [ ] Insulation:64)6 TL Wlrs.*r) tkotx.. �`,c-`Alcor r P�eoPil Lt oil- S �of�p 1 1 Sheetrock: less-ISaserAtouS;t DX Y 444 _ [ ] Septic Sytem Final Approval: ! j// ( 1 Zoning Final Approval: e0 -�or` d/e) 8�.6 D 0e i/ [ ] anal/Occupancy Approval: Ht 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 • SPECIAL CONDITIONS FOR CASE A BLD03-00535 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 9/09/03 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 (Conservancy), Seismic Hazard Area, Landslide I and III, Erosion Hazard Area, Susceptible Aquifer Recharge Area, Stormwater, and Coastal Seawater Intrusion Protection Zone. 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.) 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. 6.) 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. 7.) 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. 8.) The proposal will be connected to the Port Ludlow Water System and aquifer and seawater intrusion information is provided to inform the applicant. 9.) 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. 10.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 150-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed dwelling and attached garage. 11.) Landslide Hazard Areas an their associated buffers shall remain naturr, 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. 12.) 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." 13.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 14.) 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. 15.) 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). 16.) 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. 17.) The applicant is proposing to create or add 4,984 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 Parcel Stormwater Plan. 18.) 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. 19.) A Medium 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. 20.) The site plan as submitted with the building application on August 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 10/06/03 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 21.) This approval is for a Single-Family Dwelling and 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. 22.) The proposal shall adherethe following geotechnical recommendatiol -maintain vegetation or establish new vegetation. -No heavy irrigation or other activities that will contribute large quantities of water onto the property. -Silt fencing or other sediment control devices shall be utilized during the construction process. -The applicant shall adhere to the approved Drainage and Erosion Control Plan. 23.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined by the amount of impervious surface which includes roof tops, concrete, asphalt, etc. 24.) The building height is not to exceed 35 feet. 25.) East Ludlow Ridge Road is classified as a private road and requires a 20-foot lot line setback from the eastern lot line. The side setbacks shall be a minimum 5-feet. The rear (western) lot line is adjacent to the shoreline and contains landslide hazard areas. Based upon the submitted geotechnical report the setback shall be a minimum 150-feet from the top of the bank to the proposed residence. 26.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan. 27.) The applicant has entered into a binding agreement with the Washington Dept. of Fish and Wildlife regarding the mangement of bald eagle habitat on the subject propoerty. All conditions stated with the plan shall be followed. I:\F_BLD_Permit_Buildng.rpt 10/29/19