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HomeMy WebLinkAboutBLD2002-00483 • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD02-00483 Received Date 08/21/2002 SITE ADDRESS: 14933 COYLE RD Issue Date 10/8/2002 QUILCENE, 98376 APPLICANT: JOY K HOUGHTON PHONE: (360)697-6044 6773 NE SID PRICE RD POULSBO WA 98370 SUBDIVISION: GAYMAN SHORT PLAT Block: Lot: 1 PARCEL NUMBER: 501041051 Section: 4 Township: 25 N Range: 01 W CONTRACTOR: BLAIS CONSTRUCTION PHONE: (360)598-6819 2201 NE WEATHERVANE LN POULSBO WA 98370 Contractor's License: BLAISC*054BC Expires: 03/20/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE RE UIRED INSPECTIONS: [vr SETBACKS / Footings: ©A. /V-/f O [1,1, Foundation: -�,,- -n [ ] Underground Plu ing/Underground Insulation: [ ] Shear Wall: IciLt- 6--A t 4 /JA.4 -/F-o I [v( Framin /Plumb ni g p4;y* vae )1 6O�.e...4-a < ex eyl_/-o-t wperk-o#, -2 'RI [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Septic System Final Approval: _ [ ] Zoning Final Approval: [1-1-' Final/Occupancy Approval:47/(W �tef a. HEALTH DEP TMEN 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. SPECIAL CONDITIONS APPLY-SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY . SPECIAL CONDITIONS FOR CASE BLD02-00483 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on August 26, 2002 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: Susceptible Aquifer Recharge Area, Seismic, Conservancy Shoreline, Seasonal Stream. 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.) A Type 5 (Seasonal) Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 50-feet. The setback shall be measured horizontally from the Ordinary High Water Mark(OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 5.) 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. 6.) 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). 7.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 8.) 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. 9.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, and within 500 feet of any marine shoreline shall be required to infiltrate all stormwater runoff, to the maximum extent practicable, onsite. 10.) The identified Fish and Wildlife Habitat Area (Type 5 Stream), shall maintain a vegetative buffer setback of 50-feet. The setback shall be measured horizontally from the Ordinary High Water Mark(OHWM) to the proposed single family residence with attached garage. 11.) An additional setback of five (5) feet is required from the edge of the buffer area to the proposed single family residence with attached garage. 12.) A permanent physical separation along the boundary of the buffer area shal e installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 13.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 14.) The applicant is proposing to create or add 3,117 square feet of impervious surface and 7,472 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Small Parcel Erosion and Sediment Control Plan. 15.) 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. 16.) 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). 17.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes rooftops, driveways, gravel, etc. 18.) The building height is not to exceed 35 feet. 19.) Minimum setback from Coyle Rd is 20 feet. Minimum side and rear setbacks are 5 feet. Environmentally Sensitive Area buffers further impact setbacks. 20.) A minimum of two (2) on-site parking spaces are required for the single family residence with attached garage. 21.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Maps effective August 28, 1998. 22.) Coyle Rd (C403908) is a county minor collector road. A road approach was reviewed under RAP02-00199, and an address of 14933 Coyle Rd was assigned to the parcel. 23.) This parcel was created through the Gayman Short Plat subdivision on October 21, 1997 and recorded under AFN 404694, Vol 4, pp 43-44 of Short Plats. Review of the short plat was completed under case SUB96-00002. 24.) A septic permit(SEP02-00069)was approved May 15, 2002 for a system with capacity of 360 gallons per day. 25.) This parcel is served by a private well located on the parcel. 26.) Washington State Department of Fish &Wildlife commented on the application on August 28, 2002 and recommended the applicant leave all dominant conifer trees for Fish & Wildlife habitat. 27.) Call Jefferson County Permit Center, Development Review Division for inspection of erosion control measures. (360) 379-4463 28.) This approval is for a single family residence with attached garage and road approach 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. 29.) The revised site plan as submitted with the building application on October 2, 2002 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 October 7, 2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. is\F_BLD_Permit_Buildng.rpt 10/29/19 ILUILDING PERMIT APPLICAIPON MLA O2 00pe445 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00483 Received Date: 8/21/2002 SITE ADDRESS: (qls)COYLE RD QUILCENE, 98376 OWNER: JOY K HOUGHTON PHONE: (360)697-6044 6773 NE SID PRICE RD POULSBO WA 98370 SUBDIVISION: GAYMAN SHORT PLAT Block: Lot: 1 PARCEL NUMBER: 501041051 Section: 4 Township: 25 N Range: 01 W CONTRACTOR: BLAIS CONSTRUCTION PHONE: (360)598-6819 2201 NE WEATHERVANE LN POULSBO WA 98370 Contractor's License BLAISC*054BC Expires 3/20/2004 REPRESENTATIVE: BLAIS CONSTRUCTION PHONE: (360)598-6819 2201 NE WEATHERVANE LN POULSBO WA 98370 PROJECT DESCRIPTIOP SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 880 VALUATION 107,043.00 ADD'L: 585 HEAT TYPE: OIL CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: RACONST TYPE: pEGE' 220 SETBACK: 195 BANK HEIGHT: 60 SEWAGE DISPOSAL: OSS WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 3 Seismic Streams Total: 2 Total: 3 Flood Way Floodplain Routing Date: F&W Landslide iz,ID 2 Sile-, Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A g,.,Q oved/Date Permit $1,553.75 MAM 08/21/02 49517 I•J H 0 V E D Plan Check $1,009.94 MAM 08/21/02 49517 v 1.,J State Building Code $4.50 MAM 08/21/02 49517 QCT 0 8 2002 Potable Water Application $50.00 MAM 08/21/02 49517 Jefferson County Planning Total: $2,618.19 & B ilding Departmef/ al I, i 0 S • Jefferson Couepartment of Community Development it.�� °N c°� 621 Sheridan Strut,Port Townsend WA 88368[3601318-4450 ti y ,� 0 pp .14s �s° o - , cQfl0ra , ..., 0. ?Y Project Description: Building Type: ; Prot Type: Frame Type: DY-9ngle Famil _R Q w o €3' New Wood CY Garage ttach etached 1_9 -'o ❑ Addition ❑ Steel ❑ Modular -- ------------ i-- ❑ Alteration/Remodel ❑ Concrete ❑ Commercial '�� a ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ,.' A -3 ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: --// Existing: Existing: ❑_��S wer ❑ Community System ❑ Electricity L�'Oil Proposed: 'L i - Proposed: Individual System ❑ Woodstove ❑ Propane Total: '—/L Total: If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional H Alternative ❑ Other Permit# SEP ;S Q4 OZ--000bl Water Supply: 4rivate well ❑ Two Party Well❑ Public:Name of water system: Square Footage: QQ,,(� ff i ( ttI For Office Use Only Main Floor 060 L ` • L C s sS 3� Consistency Review 47.00 2ND Floor � Base fee i S 5-3 • -1 3rd Floor Plan Check fee-65% I U a L • 1 ti Htd Basement State Surcharge fee y - E(o Unhtd Basement rr�� ( Subtotal 2 (v IS ' ( ff / Garage/Carport Z 11 ( a g-a` l" Pot Water Review fee 01 r 0 0 Decks ZZO S ( -S• "l.D 911/Rd Approach fee / //, b0 Commercial "— g TOTAL t20 3 7- /9 Industrial Va:1 04- U Receipt# y 9 S I -Th Other Cash/Check# CoiS-0 Total Valuation: Initials pp7,19,Q, Or Date D / )-L `Di.-- Estimated C st: ZB(Di (96)C17 If within 10' of the . : eline, /Q __ Distance to Ban or •rdinary High Water Mark G 6 ft.Bank Height &D1) 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 ma e applicant's p rty or structure shall be requested and shall occur during regular business hours. Signature: Date: Sfiy l0 2,- QV . . 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