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HomeMy WebLinkAboutBLD2004-00211 UILDING PERMIT APPLICAON MRAOW00p 76 e: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD04-00211 Received Date: 3/31/2004 SITE ADDRESS: I SUNSET BLVD PORT TOWNSEND, 98368 OWNER: RUSSELL N JOHNSON PHONE: (360)344-4210 ANDREE E SIU PO BOX 2001 PORT TOWNSEND WA 98368-0080 SUBDIVISION: CAPE GEORGE COLONY DIV 2 Block: 4 Lot: 22 PARCEL NUMBER: 938100422 Section: 13 Township: 30 N Range: 02 W CONTRACTOR: SEAHOME SERVICES, INC PHONE: (360)765-3749 7425 THORNDYKE RD QUILCENE WA 98376 Contractor's License SEAHOSI077KS Expires 11/17/2005 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW SFR W/ATTACHED GARAGE & DECK(S) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,639 VALUATION 260,000.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: 379 HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 613 CONST TYPE: SETBACK: DECK: 343 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: CAPE GEO PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 2 Seismic Streams Total: 2 Total: 2 Flood Way Floodplain Routing Date: r `_ f 1 , , F&W Landslide ?L.; ; L , Shoreline Aquifer { Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A P O b E D Permit $1,889.75 KAS 03/31/04 64112 Plan Check $1,228.34 KAS 03/31/04 64112 MAY 1 3 2004 State Building Code $4.50 KAS 03/31/04 64112 Jefferson County Planning Potable Water Application $52.00 KAS 03/31/04 64112 & Building Department Total: $3,174.59 / .SON co • Jefferson Co11 9p nt of Causeway Devebpment F �� • 621 SWIM Street,Port Townsend WA 88 i 13601318-4450 w \ >a ° 0 4._ .... -3-e... ----, .. � Appcfl© , ENO Building Type: Project Type: Frame Type: fdrSingle Family New Er—Wood [YGarage 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. 0 Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Z Proposed: 2 individual System ❑ Woodstove R-Propane Total: 2 Total: 2 If not sewer,fill out the following: krileat Pump 07Conventional ❑ Alternative ❑ Other Pernut# SEP O/- O!%/If'-s- Water Supply: ❑ Private well ❑ Two Party Well Er-Public:Name of water system: 690e Gcv✓v e ea4),y 4.0c ote0- 5),5k Square Footage: Office Use For Office Use Only Main Floor l J 7 (0 6 T ce. q.7 Consistency Review 41, OD 2ND Floor A/4 Base fee t g s • 7 S 3rd Floor ,1f/g Plan Check fee 12_7-Z 3`(' Htd Basement '-3?cy .)-7 7"f` . 12' State Surcharge fee 4- SYS Unhtd Basement ' O Subtotal 3 [--in Garage/Carport aP/_5' -1-44 g �'( Pot Water Review fee 5 -od Decks 3 '/. Ko gT•si 911/Rd Approach fee ( 4 -no Commercial A//71 TOTAL -- 3 Re? -sl T .�( Industrial /1// C '1 (`` Receipt# (j +I tZ Other Cash/Check# C3 Initials P Date 3(3)foz - Estimate st: If within 200 Shoreline Distance to Bank or Ordinary High Water Mark 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 ting of this permit. I further agree to provide access and ri i,..f entry to J ounty and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and tight of entry to the ap.y�'s pro r lure shall be requested and shall occur during regular business hours. Signature: r- � 1 Date: ,...,A;X:1' "--/€ s- OVER ► G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004 411 BUILDING PERMIT S Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 PERMIT#: (360)379-4450 FAX (360)379-4451 SITE ADDRESS: 301 SUNSET SUNSET BLVD Received Date 03/31/2004 Issue Date 05/13/2004 PORT TOWNSEND, 98368 APPLICANT: RUSSELL N JOHNSON PHONE: (360)344-4210 ANDREE E SIU PO BOX 2001 PORT TOWNSEND WA 98368-0080 SUBDIVISION: CAPE GEORGE COLONY DIV 2 PARCEL NUMBER. 938100422 Section: 13 Township: Block: 4 Lot: 22 CONTRACTOR: 30 N Range: 02 W SEAHOME SERVICES, INC PHONE: (360)765-3749 7425 THORNDYKE RD QUILCENE WA 98376 Contractor's License: SEAHOSI077KS Expires: 11/17/2005 PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE & DECK(S) EQUIRED INSPECTIONS: SETBACKS: UFFER: Footin . w �o Foundation:W c a n 7 a Stormwater FINAL Approval: Underground Plumbing: 7 4 Underground Insulation: ►i Shear Wall : ram ,/12;Wr � Framing:�� f -,. _,�� 14 Plumbi % /1-9 -a51 Propane Tank/Lines: ,,, ,-L_ , g Insulation: ,� l721 f l Sheetrock:,B. )2.2,-p l Septic Syt Final Approval: Road Approach Final Approval: - Zoning Final Approval: IX Final/Occupancy Approval: as---. HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR T O FINAL THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENWEDSPECTION BUILDING INSPECTION HOT-LINE 379.4455. CALL 24 HOURS IN ADVANCE TO Office Hours 9:00 a.m. - SCHEDULE INSPECTIONS. p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE REVERSE SPECIAL CONDITIONS FOR CS # BLD04-00211 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on April 7, 2004 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 Areas and Coastal Seawater Intrusion Protectio i Zone (SIPZ) . 2.) Aquifer Recharge Areas in Jefferson County are characterized by logicl formations that allow percolation of the surface water into the soils porous the unnde lying zone of saturation. Aquifers are geologic formations that contain sufficient satL,rated 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.) 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.) 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. 7.) 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. 8.) 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 s apply 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 anc 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. 9.) 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. 10.) 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. 11.) The applicant is proposing to create or add 5406 square feet of impervious surface and 5125 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 plan meeting Minimum Requirements#1 through #10 of the Stormwater Management Manual for Western Washington. 12.) 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). 13.) The revised site plan submitted on May 13, 2004 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 13, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 14.) This approval is for a single family residence with attached garage and decks 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. 15.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. • 16.) Not more than two (2) unlicensed or inoperable vehicles shall than one-half acre unless totally screened from view neighbor inc stored on dwellings a l dt less rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Unified Development Code (UDC)Section 6. Outdoor storage of thirteen (13) or more unlicensed cr inoperable vehicles is prohibited except in those districts where specified as an automobf e wrecking yard or junk (or salvage) yard and allowed as a Permitted Use in Table 3-1 of :he UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 17.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 18.) The building height is not to exceed 35 feet. 19.) Minimum setback from Sunset Blvd right-of-way is 20 ft. Minimu side and rear setbacks are 5 ft. 20.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 21.) A septic permit (SEP01-00185)was approved on October 11, 2001 for a system of 360 gallons per day. 22.) This parcel is served by a public water system - Cape George. 23.) This parcel was created through the Cape George Colony Div 2, under AFN 168941, filed of record July 18, 1961 in Volume 4 of Plat, page 22 with Jefferson County Auditor's office. 24.) A minimum of two (2)on-site parking spaces are required for the single family residence. 25.) A stormwater plan for a large project 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. I:\F_BLD_Permit_Buildng.rpt 10/29/19 i N FIRST FLOOR PL-AN SC,AL_E: 1/4" = 1'-0" 1,590 5Q.FT. 2903 4FEGISTFORED MAGER ARCHITECTS TECT P,O,Box 1969 STA,EaFw ,G Port Townsend, WA 98368 (800) 261-9381 (local; 344-3105) SYMBOL SCHEDULE: TYP. 6" (1) HOUR RATED WALL 2X6 STUDS @ 16" OC 5/8" TYPE X GWB 1-SIDE TYP. 6" EXTERIOR WALL. 2X6 STUDS @ 16" OC !iie!i!iti!:ti4ie!i!iSATYP. 4" INTERIOR WALL. STUDSII 16" OC 2X6 PLUMBING WALL. 2X6 STUDS @ 16" OC WINDOW KEY SEE WDW SCHEDULE 8 8 WINDOW ABOVE `� SEE WDW SCHEDULE ODOOR - SEE SCHEDULE O SKYLIGHT- SEE SCHEDULE SHEET BADdrawing no. SECTION 6 sheet no. REVISED date_ o JOHN50N/51U RE5IDF.NC.E Drawing Date: 03-29-04 Drawn by: Checked by Scala: REVISIONS FIRST FLOOR PLAN Project No : Drawing No A-2 Release Date: Percent of Complebon v� ry 23'-2" 21- -----------------8„ --4 1/2" 4 3-4" 3-2" 4Tc110" co DUILDING LINE AE50VE ry BUILDING LINE ABOVE o10 HAL. GONG FURN VRESH .. ..... -CO- _ ARTNTAKEDUCT �TO FURNACE 1.2 -� -- -- 0 5D- 20 MIN RATED 14 O _ DOOR W/SELF- HWH CLOSER CA -- -- I HOUR RATED i WALL 15 I°I 112 i &ARA&E i GONG------------------------------------------- ]-HOUR RATED CEILING (I -LAYER 5/5" TYPE X GWBI s CON;' - ..: OH DO RETR CTED 16 1-7 - 35 -6" - 5A5EMEN7 FI.AN 5C,AI�E: 1/4" = 1'-0" 1,193 5Q.F7. 0 N 0 N F�EG1STFID MAGER ARCHITECTS ITA AF(�iF ECT PO,Box 1969 MGERPort Townsend, WA 98368 CF WA41fJGTON (800) 261-9381 (local; 344-3105) SYMBOL SCHEDULE: TYP. 6" Ill HOUR RATED WALL 2X6 STUDS ca 16" OC 5/6" TYPE X GWI3 1-5IDE 1/2" GW6 OTHER 51DE TYP. 8" EXTERIOR CONCRETE WALL TYP. 4" INTERIOR WALL. 2X4 STUDS @ 16" OC 2 1/2" RIGID IN5U1_. GLUED TO GONG WALL W/1/2" GWE5 OVER 2X VERT FURRING 5TRIP50 24" OC O5 DOOR - 5EE 5CHEDU1_E BA�RAWING NO. 5EC,TION 71k_/ 5HEET NO. JOHN50N/51U RE5IDENGE Drawing Date: 03-29-04 Drawn by: Checked by; Approved by: Scale: REVISIONS No Date By Descrlptlon BASEMENT PLAN Project No : Drawing No A-3 Releese Date : Percent of Completion