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HomeMy WebLinkAboutBLD2003-00717 •UILDING PERMIT APPLIC MLA03-00619 ON Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00717 Received Date: 11/17/2003 SITE ADDRESS: FLAGLER RD NORDLAND, 98358 OWNER: JOHN C MATTHIESEN PHONE: (360)385-5971 RITA M KEPNER 8643 FLAGLER RD NORDLAND WA 98358-9600 SUBDIVISION: Block: Lot: PARCEL NUMBER: 021294009 Section: 29 Township: 30 N Range: 01 E CONTRACTOR: BUILDING BROKERS CONSTRUCTION PHONE: 1(800)551-2761 PO BOX 3831 SEQUIM WA 98382 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW GARAGE/POLE BUILDING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 13,910.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 864 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: 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 ,10 o3 Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A PPReyv F r Permit $237.25 KAS 11/17/03 60424 Plan Check $154.21 KAS 11/17/03 60424 DEC 1 2 2003 State Building Code $4.50 KAS 11/17/03 60424 Jefferson County pl,;;: ;, ,, Total: $395.96 & Building Deer,: CSalloino.r.(5-e-i,e_ BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00717 Received Date 11/17/2003 SITE ADDRESS: FLAGLER RD Issue Date 12/11/2003 NORDLAND, 98358 APPLICANT: JOHN C MATTHIESEN PHONE: (360)385-5971 RITA M KEPNER 8643 FLAGLER RD NORDLAND WA 98358-9600 SUBDIVISION: Block: Lot: PARCEL NUMBER: 021294009 Section: 29 Township: 30 N Range: 01 E CONTRACTOR: BUILDING BROKERS CONSTRUCTION PHONE: 1(800)551-2761 PO BOX 3831 SEQUIM WA 98382 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: NEW GARAGE/POLE BUILDING REQUIRED INSPECTIONS: [ ] SETBACKS: [ ] UFFER: [ ] Footing: ?� - /-y-6i/ [ ] Foundai n: [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing f 1 Plumbir j [ ] Propane Tank/Lines: [ ] Insulation: f 1 Sheetrock: [ ] Septic Sytem Final Approval: 1 Zoning Final Approval: [ ] Final/Occupancy Approval: ).(''_,^ �, �C y HEALTk 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. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE • • SPECIAL CONDITIONS FOR CASE t BLD03-00717 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 12/01/03 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, High Risk Seawater Intrusion Protection Zone (SIPZ), and Aquifer Recharge Area (SUSC+SURPA). 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.) 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. 5.) The proposed garage will be located approximately 230-feet from the shoreline. The proposal will not be subject to review under the Jefferson County Shoreline Master Program. 6.) 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. 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. 12.) 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. • 13.) The parcel is located within a High Risk SIPZ(seawater intrusion protection zone) according to the County GIS map. There are 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 High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses above 200 milligrams per liter(mg/L). 14.) 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. 15.) The proposal will not be connected to potable water and therefore, is not subject to SIPZ conditions. 16.) The applicant is proposing to create or add 864-square feet of impervious surface and 900-square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal to adhere to Best Management Practices (BMPs)to control sedimentation and erosion on the property 17.) 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. 18.) 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). 19.) The site plan as submitted with the building application on 11/17/03 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 12/05/03 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 20.) This approval is for a 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. 21.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 22.) 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). 23.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 24.) The building height is not to exceed 35 feet. 25.) Flagler Road is classified as a major collector and requires a minimum 30-foot setback. This setback shall be meaured from the edge of the right-of-way to the proposed development. The side yard setbacks shall be 5-feet. The measurement shall be taken from the lot line to the proposed development. The rear lot line shall maintain a minimum 30-foot setback from the top of the bank. 26.) Access will be provided via an existing road approach, which has been utilized since the home was constructed in 1986. Additional approaches will require review and approval from Jefferson County Public Works. I:\F_BLD_Permit_Buildng.rpt 10/29/19 DSO ° II/ �tTersi n Cent partmont of Community Dev t �� , Ytl r ° 621 Sheridan Street,Port Townsend WA 08368(360]318-4450 b� a Prmüt A Po P: c ?5© 0v 172003 Project Description: Building Type: IZject Type: Frame Type: ❑ Single Family New ❑ Wood X.Garage Attached/Detache ❑ 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: ❑ Sewer ❑ Community Systepi ❑ Electricity 0 Oil Proposed: (7— Proposed: ❑ Individual System �` II Woodstove ❑ Prpe Total: Total: ollowing: Heat Pump u ❑ Conventional ❑ Alternative 0 Other s If not sewer,fill out f Permit# SEP Water Supply: ❑ Private well 0 Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor Consistency Review 47,00 2ND Floor • ` Base fee �- 7.2 j / 3rd Floor Plan Check fee—65% 1 S Z Htd Basement 1 j f State Surcharge feeLI— Unhtd Basement �i Subtotal i4 2-- CI1/ , Garage/Carport si b ki Water Review fee Decks "1 ( J1dAmach.1e Commercial 1 OTAL Industrial Receipt# (CO Lia 4 Other Cash/Check# S Total Valuation: Initials Or / Date f C Estimated Cost: iz, ' IC . (Do 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 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 ac s and right f 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 io th applica property of stntcture shall be requested and shall occur during regular business hours. Signaturea...� . Date: /`- i/C'` OVER - H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 ---- --u-4-- 3 <4... (.._ A - . . . . ...if 41 ., , . , \ kir i ($41 1 0 .> ..!-.4 P) .• .... "5 . .- >". -i- chl W - VAcicifilr\ /)) Al g X .QCJ) _Y....AM'-• -,4)Z( a D < '‘Il Lit \2\'--------------- ) 4 'i ,x— ' ' Iti..... .. ' Iiirft,..0 1,-1,1,""---1 c`.'-:,..1(:::)C5 •••••L -7- _ ..... (I, (). ci ‘,, + zi:ki) TioA wi 1,1 %„;;; aitft =iicorsi. (-, ii, it lc) t9 ti) I l 1 8vi cn , , , 1 NOV 1 7 2003 I, 1 I ' --.. 1 --...._ <— --- ,.... ..%1 , ,.... Hi\ ,i v,..)_ • ..z--1,/Q '4"...1 1 VIIIIMMINIMINIMINNIMINI..........07010.....11•11111 '.• i > c) , I I V 1 ° ) M ,-.) til \t , g:4 111•1• 1 OMMPF.....71I H . .C) cl) U 1 I ' Li) . , Pad C14 Pal 0 '•c: 1i...I CZ 110 • 15 L14 , • , 1 i - ._ rn II I ti I ' I I . ---------- 4,4 l' . 7,5 V cY ;.` ..- . NA4., . , . 1 0 • A