The URL can be used to link to this page

Home My WebLink AboutBLD2003-00272 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00272 Received Date 04/29/2003 SITE ADDRESS: 709 LINDSAY HILL RD Issue Date 05/30/2003 QUILCENE, 98376 APPLICANT: WAYNE G SISCOE PHONE: (425)227-0993 PEGGY J SISCOE 1403 N 37TH ST RENTON WA 98056-1563 SUBDIVISION: QUILCREST VIEW TRACTS Block: Lot: B PARCEL NUMBER: 701195012 Section: 19 Township: 27 N Range: 01 W CONTRACTOR: SEAHOME SERVICES, INC PHONE: (360)765-3749 7425 THORNDYKE RD QUILCENE WA 98376 Contractor's License: SEAHOSI077KS Expires: 11/17/2003 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE WI ATTACHED GARAGE REQUIRED INSPECTIONS: [ ] SETBACKS /Footings: L1 [v]� Foundation: CDC 1,7 e1 PGRT OK w c'�Itdd vnt 9/a [ ] Underground lumbing/ nderground Insulation: ilk.PLUrua 7/i NIPR°Me ilettripc. I.,uvs aK 9`/03/ 545 hustfL T/O) 6,k` �2/a3 fr [ �ot-D 1 u APPRdV1D 1O/WO? p/ X p�pr.SA56R-WAUS 6k up.0 �3 J �� w ] Shear Wall: ( �®� mac. ,r.�q�a3 [ ] Framing/Plumbing: FIZAµIuL OK iJ/condtLu 4/13/Oj1 f LN,f; .: 41/,5(nf f 1 Propane Tank/Lines: [ ] Insulation: OK 41 0161. 014 I 1 Sheetrock: `{1,711 0K Pp p Y 1 1 Septic S stern Final Approval: [ ] Zoning Final Approval: 1 1 Final/Occupancy Approval: _ ) )q 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. SPECIAL CONDITIONS APPLY -SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • BUILDING PERMIT APPLIION MLLA03 00p228 Review Ty I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00272 Received Date: 4/29/2003 SITE ADDRESS: 709 LINDSAY HILL RD QUILCENE, 98376 OWNER: WAYNE G SISCOE PHONE: (425)227-0993 PEGGY J SISCOE 1403 N 37TH ST RENTON WA 98056-1563 SUBDIVISION: QUILCREST VIEW TRACTS Block: Lot: B PARCEL NUMBER: 701195012 Section: 19 Township: 27 N Range: 01 W CONTRACTOR: SEAHOME SERVICES, INC PHONE: (360)765-3749 7425 THORNDYKE RD QUILCENE WA 98376 Contractor's License SEAHOS1077KS Expires 11/17/2003 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,566 VALUATION 225,000.00 ADD'L: 808 HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: HEAT TYPE: GEO OCCUPANCY: R-3 UNHEATED: 508 #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: 264 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 1 Prop: 2 Seismic Streams Total: 1 Total: 2 Flood Way Floodplain Routing Date: F&W Landslide Shoreline Aquifer Forest: Commercial p_ [.�Rurura`l/, Type Amount Paid By: Date: Receipt: AP fAtiprbV�Q/DVate Permit $1,693.75 MAM 04/29/03 56081 ION 3 0 2003 Plan Check $1,100.94 MAM 04/29/03 56081 State Building Code $4.50 MAM 04/29/03 56081 Jefferson County Planning Total: $2,799.19 at Building Departure y/AOtt i/A; , • Jefferson Counillepartownt of Comrnunity Devekweemit Ate' 621 Sheridan Street,Port Townsend WA 88368[3601370-4450 it O ^ja p4-4, -,„;re'-. 4erm-� a - cat-o o n Project Description: Building Type: Project Type: Frame Type: 1 1/Sringle Family frgew Wood Garage Attached/Detached Addition Steel Modular Alteration/Remodel Concrete Commercial Repair Masonry Multi-family/#of Units Demolition Ether:311p S y S— r vCit V"a\`,' Industrial t t i 1 ct r a ectoe Is Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing '' 0 4 Existing: Sewer Community System Electricity Oil Proposed: a Proposed: dividualSyste ` Woodstove Propane Total: -.2f" Total: i If not sewer,fill out the following: 1,1I'eat Pump.-5co-l-hectYwA y ' Convention. Alternative Other c Permit ; P qI-4414- Water Supply: _Private well "t Two Party Well Public:Name of water system: Square Footage: r ,e O�j For Office Use Only Main Floor sI LL.- IOZZ 144e). _E 7 .—" Consistency Review 4=7 •0 0 2ND Floor %C 5 `� 4e). 4-4 Base fee t 64 3 . 7S 3rd Floor Plan Check fee ( 1 /t''D . Qq. Htd Basement State Surcharge fee "t • -C Unhtd Basement S O s 1 (Q�3 - Subtotal ZQ4, (q Garage Carport 6 4 ZZ Pot Water Review fee V(1OA VA4 6 04 Er.C)O2.-RCif Decks -severe,. 'Er1}" 911/Rd Approach fee WrAWS Commercial _ . TOTAL .2-4511-b• l 1 Industrial _ Receipt# 5 G O O 6 Other _ Cash/Check# i4,U l Total Valuation: Initials /�� P Or Date 'I 1 ((33 Estimated Cost: , C oo If within 200' of t e ne, Distance to Bank or Ordinary High Water Mark (J IA 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 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 the applicant's property or structure shall be requested and shall occur during regular business hours. Signature: --tiKcjocip, — Date: i1/2SiO3 OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 410 • SPECIAL CONDITIONS FOR CASE # BLD03-00272 1.) The application was reviewed by the Jefferson County Department of Community Development staff on May 14, 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: Susceptible Aquifer Recharge, Type II Landslide Hazard, Type 5 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.) 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.) 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.) 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. 11.) 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. S 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.) The applicant is proposing to create or add 3,621 square feet of impervious surface and 3,200 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. 14.) 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. 15.) 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). 16.) The building height is not to exceed 35 feet. 17.) Minimum setback from the easement at the eastern property line is 20 feet. The minimum setback from the easement at the northwest corner of the property is 20 feet. The side and rear setbacks are 5 feet. Environmentally Sensitive Areas impose additional setbacks. 18.) Maximum lot coverage is not to exceed 25%. 19.) Call Jefferson County Permit Center, Development Review Division for inspection of erosion control measures. (360)379-4463 20.) "Type 5 Waters" means all segments of natural waters within the bankfull width of the defined channels that are not Type 1, 2, 3, or 4 Waters. These are seasonal, nonfish habitat streams in which surface flow is not present for at least some portion of the year and are not located downstream from any stream reach that is a Type 4 Water. Type 5 Waters must be physically connected by an above-ground channel system to Type 1, 2, 3, or 4 Waters. The mapped stream is not connected to Type 4 or Marine waters and as such does not meet the criteria of a type 5 stream. 21.) The parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Land Use Maps effective August 28, 1998. 22.) Lindsey Hill Rd (C3300109) is a county local access road. The road approach is existing. 23.) This parcel was created through the Quilcrest View Tracts subdivision recorded with the Jefferson County Auditor,Vol 10, P 163 of Surveys. 24.) A septic permit(SEP91-00444)was finaled on July 29, 1994 for a three bedroom system. 25.) The revised site plan as submitted with the building application on May 27,2003 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 May 27, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 26.) This approval is for a Single Family Residence with 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. 27.) A Geotechnical Slope Evaluation prepared by Myers Biodynamics Inc. dated February 12, 2003 was submitted in conjunction with the application to address the landslide hazard area. 28.) A building permit(BLD02-00199)for a heated garage with bathroom was finaled February 20, 2003. Consistency Review was conducted under MLA02-00183. is\F_BLD_Permit_Buildng.rpt 10/29/1999