Loading...
HomeMy WebLinkAboutBLD2002-00739 • 0 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD02-00739 Received Date 12/26/2002 SITE ADDRESS: 497 THUNDER RD Issue Date 01/23/2003 PORT TOWNSEND, 98368 APPLICANT: BRIAN A WHIPPY PHONE: MAUREEN WHIPPY 5555 N WILBUR AVE PORTLAND OR 97217-4220 SUBDIVISION: MARIAH HEIGHTS Block: Lot: PARCEL NUMBER: 002125001 Section: 12 Township: 30 N Range: 02 W CONTRACTOR: TOWNSEND BUILDERS INC PHONE: (360)385-1938 210 TAYLOR ST RM: 5 PORT TOWNSEND WA 98368 Contractor's License: TOWNSBI088JA Expires: 03/05/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION DETACHED GARAGE REQUIRED INSPECTIONS: [ ] SETBACKS / Footings: [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Septic System Final Approval: [ ] ; Zoning Final Approval: [ .1 Final/Occupancy Approval: tv (j; "] /D d��5�``'',, HEALTH DEPARTMENT P ROVAL 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 BLD02-00739 1.) The application was reviewed by the Jefferson County Department of Community Development staff on January 2, 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: Wetland Area - NE Corner; Suseptible Aquifer Recharge Area; and Coastal SPIZ- North Half of Property. 2.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 3.) 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. 4.) The project components are more than 250' from the mapped/identified wetland. The requirement for a wetland delineation and report is waived based on maintenance of a 225' buffer from the wetland per UDC Table 3-3. 5.) 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). 6.) This approval is for a Detached 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. 7.) A portion of the North Half of the property is mapped to be within the Coastal Seawater Intrusion Protection Zone. An existing well is located approximately 250 feet south of the North property boundary. The existing well appears to be outside of the mapped SPIZ area. As an existing well, the protection standards are not applicable. 8.) The applicant is proposing to create or add 624 square feet of impervious surface and 650 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 Stormwater Calculation Sheet. The applicant submitted a SW Calculation Sheet, which was corrected by the project planner. 9.) 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. 10.) Jefferson County has determined that the use of certain properties for mineral resource extraction and processing activities is necessary to ensure resource availability in the County. The County will not consider to be a nuisance those inconveniences or discomforts arising from extraction and processing operations, if such operations are consistent with commonly acceped best management practices and comply with local, state, and federal laws. If your property is within five hundred (500) feet of property designated as Mineral Resource Land (MRL), you may be subject to inconveniences or discomforts arising from such operations, including but not limited to noise, tree removal, odors, fumes, dust, smoke, the operation of machinery, and the storage and disposal of aggegate products. One or more of the inconveniences described may occur as a result o extraction and processing operations which are in conformance with existing laws and regulations. 11.) The parcel is a legal conforming lot that is designated as Rural Residential (RR 1:5) under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 12.) The revised site plan of January 8, 2003 as submitted with the Building Permit application on December 26, 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 12/26/02 & 1/08/03 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 13.) Maximum impervious surface area shall not exceed 25 percent. 14.) Minimum setback from the private access road easement(Thunder Road) shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 15.) The building height shall not exceed 35 feet. 16.) A system system and drainfield was installed on the parcel under permit SEP90-00418. The permit was issued November 7, 2000 and finaled February 12, 2001. i:\F_BLD_Permit_Buildng.rpt 10/29/19 OB AP UILDING PERMIT APPLICON MRAOW006 36 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00739 Received Date: 12/26/2002 SITE ADDRESS: 497 THUNDER RD PORT TOWNSEND, 98368 OWNER: BRIAN A WHIPPY PHONE: MAUREEN WHIPPY 5555 N WILBUR AVE PORTLAND OR 97217-4220 SUBDIVISION: MARIAH HEIGHTS Block: Lot: PARCEL NUMBER: 002125001 Section: 12 Township: 30 N Range: 02 W CONTRACTOR: TOWNSEND BUILDERS INC PHONE: (360)385-1938 210 TAYLOR ST RM: 5 PORT TOWNSEND WA 98368 Contractor's License TOWNSBI088JA Expires 3/5/2004 REPRESENTATIVE: DAVID COLBERT PHONE: (360)301-1603 TOWNSEND BUILDERS INC 210 TAYLOR ST RM 5 PROJECT DESCRIPTIOI DETACHED GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 51,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 624 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain Routing Date: ! 0, F&W Landslide i �--/i7� ©'�.. Shoreline Aquifer Forest: Cornmerce ural �/ Type Amount Paid By: Date: Receipt: A rthv� tA/ YpD Plan Check $411.87 RAC 12/26/02 51524 JAN 2 3 2003 State Building Code $4.50 RAC 12/26/02 51524 Jefferson Count Permit $633.65 MZL 12/26/02 51524 Building County Dep Planning Total: $1,050.02 .3,SON co Jefferson Cou lepartment of Community Development f 621 Sheridan Street,Port Townsend WA 8836813801370-4450 p©rm5t Project Description: . 6 Building Type: Project Type: Frame Type: ❑ Single Family f New g.Wood A Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel 0 Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: C. Existing: (' ❑ Sewer ❑ Community System ❑ Electricity 0 Oil Proposed: Proposed: ❑ Individual System ❑ Woodstove ❑ Propane Total: Total: If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP 9o-4-1 g Water Supply: ,3 Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor Consistency Review 47.00 2ND Floor Base fee ~7 Lam. 3rd Floor Plan Check fee—655% l I ` 3 l Htd Basement State Surcharge fee 1• 5 V Unhtd Basement i 't' Subtotal `6�� ,OZ. Gara / arport �i o2 r{ Sys Fr (`T 157-6( Pot Water Review fee Decks 911/Rd Approach fee Commercial TOTAL (©Cti C)Z Industrial Receipt# 5( Other ifka, •l�11'S Cash/Check# I (O Total Valua,�on: 5 &00 Initials Or Date '14 DL. Estimated lost: 3y` • ( If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ft.Bank Height ft. J 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 shall be requested and shall occur during regular business hours. Signature: '�1� Date: //-3- 0:Z OVER H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 R , - I Li 39&' c:.- f 2 5 e' - 549' LEGAL: SE 1/4 NE 1/4, 5ECTI0N1 12, T30 N, R.2 U.J. Wh"i. (--- N NO F CD CA 6- EXISTING S X 12' S1-4ED gym' P = co d -BOX Mat i: .- DRAIN FIELD 50 " - - WELL ALT. (o` DRAIN FIELD I PROPOSE 1�j,, GARAGEGARAGE ' — — 302' SITE 24' L:301 c...--, \,.._ ,-." ------ \\ , A / SEPTIC •NK / 24g1 9D'/v T ,A )4c OF —77-HG EXISTING DRIVEWAY 1-147i7<e4-Roa "-7gpt PROPOSED I-1OUSE SITE 0 LOT 1 10' •,,,--- 95' vo rT- LAN r / 6 ' 510' EVt'SED Sfl PLAN ELECTRICAL aliwdated VAULT ■ V 7 335' " L . .a i``j I.Ii',t�� d\`51 3 V `_...._�__.mod . x 1 I IIera .. I DEC 2 6 2002 PLOT _A\ i 1 scALE: (':40' x 1 rr � ,