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HomeMy WebLinkAboutBLD2004-00237 not AQ4-00198 idUILDING PERMIT AP CAc ___ A4412ii4e)( Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA98368 PERMIT #' BLD04-00237 Received Date: 4/9/2004 SITE ADD SS: 1$POINT WHITNEY RD Zd ,. ..._eidor*.e. ,e- BRINNON, 98320 r _ OWNER: JOHN JACKSON PHONE: (253) 846-6104 22817 56TH AVE E al j_ooe SPANAWAY WA 98387-5140 *,,/ SUBDIVISION: Block: Lot: TX 35 PARCEL NUMBER: 601074006 Section: 7 Township: 26 N Range: 01 W CONTRACTOR: OWNER/BUILDER - r PHONE: i` '/ - / Gal��G%� REPRESENTATIVE: LAWRENCE DIMINO - PHONE: (360) 796-3068 PO BOX 218 BRINNON WA 98320 q (30/-62,71,5` PROJECT DESCRIPTIOt NEW SFR t.)2,kA'VN A4 ( t (r ,, TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,055 VALUATION 120,000.00 ADD'L: 359 HEAT TYPE: PRO 641 CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED /f.Qf� #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 60 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YE::S NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 2 Seismic Streams Total: 2 Total: 2 Flood Way Floodplain Routing Date: F&W Landslide � 1z4 VIVShoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date ED l Permit $1,105.75 KAS 04/09/04 64210 1kIID Plan Check $718.74 KAS 04/09/04 64210 State Building Code $4.50 KAS 04/09/04 64210 JUN 2 1 2004 Potable Water Application $52.00 KAS 04/09/04 64210 / Total: $1,880.99 Jefferson County Planning & Builin i g Department n.4A U� , .p , ,.,,i ,' / �C ItUILDING PERMIT APPLICA•N MRLA04-00p198 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00237 Received Date: 4/9/2004 SITE ADDRESS: ''�` }'POINT WHITNEY RD BRINNON, 98320 OWNER: JOHN JACKSON PHONE: (253) 846-6104 22817 56TH AVE E SPANAWAY WA 98387-5140 SUBDIVISION: Block: Lot: TX 35 PARCEL NUMBER: 601074006 Section: 7 Township: 26 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: LAWRENCE DIMINO PHONE: (360) 796-3068 PO BOX 218 BRINNON WA 98320 PROJECT DESCRIPTION NEW SFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,055 VALUATION 120,000.00 ADD'L: 359 HEAT TYPE: PRO Mt M.G. CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: `;`a'" BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland EErosion Prop: 2 Prop: 2 Seismic _ Streams Total: 2 Total: 2 Flood Way Floodplain Routing Date: / F&W Landslide ` i2. 0y Shoreline Aquifer !! Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Appro1�ved/Date D Permit $1,105.75 KAS 04/09/04 64210 A PP� ®'I E Plan Check $718.74 KAS 04/09/04 64210 Jefferson State Building Code $4.50 KAS 04/09/04 64210 JUN 2 1 2004 Potable Water Application $52.00 KAS 04/09/04 64210 County Planning Total: $1,880.99 & Buil ing Department 1 n..at 0: I , ry ,re i I �C I • I for ett — 9 1Uc14 Jefferson County Department of Community Development 621 Sheridan Street,Port Townsend WA 08366[3601370-4450 04. ) Prmo • �� • ft � � o OCR 9 Project Description: Building Type: Project Type: Single Family /�� Frame Type: V_, i/Wood Garage Attached/Detached Addition Modular Steel Alteration/Remodel Concrete Commercial Repair Multi-family/#of Units Masonry Industrial Demolition Other: Other: Bathrooms: Bedrooms: Type of Sewage Disposal: °I'„. , --. Choose one: /, a`r Existing. Existing: 4744..Proposed: Sewer Community System �' P 2 Proposed: �_ ' ,/ o Total: Total: ylndividual System DVoodstove Yfsropane If not sewer,fill out the following: Heat Pump Conventional Alternative p Other Permit# SEP 05-00'f0*,0 Water Supply: ✓Private well Two Party Well Public:Name of water s stem: Square Footage: For Office Use Only Main Floor .S eg$t„,Consistency Review q-g��-� 2ND Floor " -/_•__ .. -5 Base fee 13400.55 1 l 05-7 5 Z'10 $b 3rd Floor di" �•R Plan Check fee S11S.2-6 t eb.7� i 5 toSIL S i 3 Htd Basement State Surcharge fee It'' Unhtd Basement Subtotal I S7io !i Q 3 Garage/Carport 155 �Q 70•4. all '� ' Pot Water Review fee Frp.co Decks !f O 5tQ {'r 14/ r 21) . 1/Rd Approach fee IAA— ©Q Commercial j / TOTAL Z 10 5 9 9 Industrial i Receipt# 6 (id/0 Other Cash/Check# 3,f/ �^4 1 Total Valuation: Initials Or Date 171.1 17/52/°7 Estimated Cost: t 000 If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark 7,5- ft.Bank Height 7 c 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 attorneys fees apd 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 tight of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Signature: 1r..t.,/ Date: —4 () •H:HOME\PLNC TR\INFOBLD \BLDpermitApplication 11-8-01 OVER BUILDING PERMIT Jefferson County Department of Community Devei'opment 621 Sheridan Street, Port Townsend, WA 98.368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00237 SITE ADDRESS: 754 POINT WHITNEY RD Received Date 04[9/20 4 BRINNON, 98320 Issue Date 06/21/2004 APPLICANT: JOHN JACKSON 22817 56TH AVE E PHONE: (253)846-6104 SPANAWAY WA 98387-5140 SUBDIVISION: PARCEL NUMBER: 601074006 Block: Lot: TX 35 Section: 7 Township: 26 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW SFR EQUIRED INSPECTIO S ] SETBACKS: '6.2-6— r4k Yl UFFER: [t Footing: ; ..- ' -1) w C.••04 XFoundation: 4_ . ;'/O# - Icy , /` ,4�te 14 Stormwater FINAL Approval: Underground Plumbing: Underground Insulation: [N Shear Wall : e ,.� .1-b Do( Framing: oetS 1)6 a Plumbing: �i , -17-D Propane Tank/Lin s: yfid owe' /Z.7#a 4 Insulation: 2- / ) - . i / �Q �/ r G*' Sheetrock: --- e.,_Q— Septic Sytem Fin proval: _ Road Approach Final Approval: _ -7 [ ] Zoning Final Approval: ( r Final/Occupancy Approval: La CONQlaglsirr.S HEALTH DEPARTMENT AND PUBLIC WORKS 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 "SE # BLD04-00237 1.) The 3Bdr septic system serving this 2Bdr residence does not have capacity for an ADU in the future...2Bdr minimun per residence.... 2.) The application was reviewed by the Jefferson County Department of Community Development staff on 4/27/04 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, Susceptible Aquifer Recharge Area, Coastal Seawater Intrusion Protection Zone, and Stormwater. 3.) 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 natura events such as earthquakes or severe rainstorms. 4.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 75-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed Single Family Dwelling. In addition, the report recommends a vegetative buffer of 50-feet. The buffer shall be measured perpendicularly from the top of the bank to the proposed dwelling. 5.) 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 Trichccarpa), 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 Ninebar< (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). 6.) 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. 7.) 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." 8.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 9.) 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 hecge row, or any other prominent physical marking approved by the UDC Administrator. 10.) 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. ______ 11.) Susceptible Aquifer Recharg�'Areas are those with geologic and hydrologic•conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 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.) 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. 14.) 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. 15.) 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. 16.) 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. +� • 17.) MANDATORY MEASURES PR 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. 18.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 19.) The applicant is proposing to create or add 1,261-square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code require:3 that your proposal submit a Small Parcel Stormwater Management Plan. 20.) 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. 21.) A Small Parcel 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. 22.) 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). 23.) The site plan as submitted with the building application on 4/27/04 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 4/30/04 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 24.) This approval is for a single family dwelling only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does iot preclude review and conditions which may be placed on future permits. 25.) This proposal was reviewed for compliance with the Jefferson County Shoreline Master Program. The proposal is exempt pursuant to Section 3.402(5). 26.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 27.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre unless totally screened from view of neighboring dwellings and 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 or inoperable vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage)yard and allowed as a Permitted Use in Table 3-1 of the 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). 28.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount cf impervious surface which includes roof tops, driveways, concrete, etc. 29.) The building height is not to exceed 35 feet. 30.) Point Whitney Road is classified as a minor collector and requires a minimum 20-foot front yard setback. The setback shall be measured perpendicularly from the edge of the right-of-way to the proposed development. The side lot lines shall adhere to a minimum 5-foot setback. The rear lot line is located in a seismic hazard area and is adjacent to the shoreline. A minimum 75-foot setback shall be maintained. In addtition, a 50 foot vegetative buffer shall be established and maintained. 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