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HomeMy WebLinkAboutBLD2004-00149 BUILDING PERMIT S Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00149 Received Date 03/11/2004 SITE ADDRESS: 653 CRUTCHER RD Issue Date 03/25/2004 PORT TOWNSEND, 98368 APPLICANT: BETH LORBER-BONYUN PHONE: (360) 385-7800 PO BOX 1024 PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: T 13 PARCEL NUMBER: 001184014 Section: 18 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: FOUNDATION for relocation of existing storage shed. [;24tQUIRED INSPE7NS: ETBACKS: [ UFFER: j Footing: . `f / a X Foundation: C 1 �t#1 Under round Plumbing: [ ] 9 g [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: f 1 Plumbing: [ ] Propane Tank/ Lines: [ ] Insulation: f 1 Sheetrock: _ [ ] Septic Sytem Final Approval: No RUM bj ni [ 1 Road Approach Final Approval: u/ft [ ] Zoning Final Approval: >4 Final/Occupancy Approval: -AiO 4 HEALTH DEPARTMEN AND PUIC 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 ehUILDING PERMIT APPLICAION MLA04-00118 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00149 Received Date: 3/11/2004 SITE ADDRESS: 653 CRUTCHER RD PORT TOWNSEND, 98368 OWNER: BETH LORBER-BONYUN PHONE: (360) 385-7800 PO BOX 1024 PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: T 13 PARCEL NUMBER: 001184014 Section: 18 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP FOUNDATION TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 2,300.00 ADD'L: HEAT TYPE: CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT 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: / / F&W Landslide 3/ I a /0 Shoreline Aquifer // Forest: Commercial Rural Type Amount Paid By: Date: Receipt: AP wi E Permit $83.25 KAS 03/11/04 64066 Plan Check $54,11 KAS 03/11/04 64066 MAR 2 5 2004 State Building Code $4.50 KAS 03/11/04 64066 Jefferson County Planning Total: $141.86 & Building Department .77)-tA Sc so>v -- — 7 f I Verson I apartment of Community Dewebpment 4, cam& g "(" -` RI Swan Street,Port Townsend WA 08318[380]370-4450 i-D -IN-,1,., t-41 \\E, Pe r En ti t ... . ,„ �,,,,, 11y O 1, _ , J4ppc ? ©n 1 Description: �Ov - � �-On� 1Z 10` b TO Mb J OD ©1: 17 .- . Project f � Building Type: Project Type: Frame Type: ❑ Single Family X New ❑ Wood ❑ Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ji< Concrete - ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial _12(Other: -UtSNOA—(ION, Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: t Existing: Z' ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: 0 Proposed: ) Individual System ❑ Woodstove ❑ Propane Total: _I_ Total: If not sewer,fill out the following: ❑ Heat Pump t ❑ ConventionalAltemative ❑ Other N O WQ. Permit# SEP CO— 0000 Water Supply: t< Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor Tp.,--, Cj FP-.Consistency Review 2 2ND Floor Base fee e J ,ag 3rd Floor Plan Check fee—65% "SS. i I Htd Basement State Surcharge fee Unhtd Basement Subtotal I A k . gip Garage/Carport Pot Water Review fee 'G"' Decks 911/Rd Approach fee Commercial TOTAL f 4\k.S‘ Industrial Receipt# (el 0C4 Other Cash/Check# a D 9D- Total Valuation: Initials // f�, p0 Or ' . Z 00 Date 3/l 1 l Estimated Cos. If within 200' of the 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 e 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. s- 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.- -ss..d 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 en . to the a,'.Gcant'•.rope . structure shall be requested and shall occur during regular business hours. 4 Signature: 1� 't 4 - I Date: 31 7/04 OVER 0 H:HOME\PLNCNTR\INFOBLDG\FORMS\1 I permitApplication 11-8-01 SPECIAL CONDITIONS FOR COE # BLD04-00149 1.) The application was reviewed by the Jefferson County Department of Community Development staff on March 15, 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: landslide hazard area 1; SUSC aquifer recharge area. 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.) 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. 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 hedge row, or any other prominent physical marking approved by the UDC Administrator. 10.) 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. 11.) 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. 12.) The applicant is proposing to create or add 1920 square feet of impervious surface and 1920 square feet of land disturbing activities. 13.) A Stormwater Site 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. 14.) 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). 15.) The site plan as submitted wi114°fhe building permit application on March 14104 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 March 17, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 16.) This approval is for a foundation 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. 17.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 18.) 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). 19.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 20.) The building height is not to exceed 35 feet. 21.) 22.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 23.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 24.) The parcel has been designated as RR 1:10 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 25.) An address of 653 Crutcher Road, Port Townsend has been assigned to the lot. Crutcher Road is a county local access road (C620809). The parcel is actually served by a private easement from Crutcher Road. 26.) An Easement Agreement for ingress/egress was recorded on November 22, 1978 under AFN 257995. 27.) A building permit (BLD00-0257)for a garage was finaled on June 12, 2000. A building permit(BLD00-0239)for an ADU was cancelled on July 11, 2000. A zoning permit (ZON00-0007)for an ADU was finaled on August 1, 2000. A building permit (BLD03-0360)for a propane tank was finaled on June 24, 2003. A building permit (BLD00-0120)for a single family residence was finaled on April 20, 2001. A building permit(BLD02-0430)for an ADU was cancelled on August 22, 2002. A septic permit (SEP00-0001)was finaled on February 7, 2001. A critical area review(CAR00-0007)was finaled on January 7, 2000. A building permit(BLD04-0155)for a pole building detached garage was applied for on March 11, 2004. A building permit (BLD04-0152)for an addition to an existing deck was applied for on March 11, 2004. A building permit (BLD04-0150)for a single family residence was applied for on March 11, 2004. 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