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Home My WebLink AboutBLD2004-00181 411UILDING PERMIT APPLICAN MLA04-00148 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00181 Received Date: 3/19/2004 SITE ADDRESS: 120 OAK RD PORT HADLOCK, 98339 OWNER: HARLAN M WOLFF PHONE: (360)385-1741 LINDA WOLFF 120 OAK ROAD PORT HADLOCK WA 98339 SUBDIVISION: Block: Lot: PARCEL NUMBER: 921073001 Section: 7 Township: 29 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOt NEW DETACHED GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 36,640.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: 39 SHORELINE: CONST TYPE: GARAGE: 1,496 SETBACK DECK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PUD PARCEL TAGS: YES___NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: 1 Seismic _ Streams Total: Total: 1 Flood Way _Floodplain Routing Date: 31 a�/ F&W _ L.andslide Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $512.45 KAS 03/19/04 64082 Plan Check $333.09 KAS 03/19/04 64082 APPROVED State Building Code $4.50 KAS 03/19/04 64082 Total: $850.04 APR - 9 2004 Jefferson County Planning & Building Department i l 1 ir Fr o'% f BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00181 Received Date 03/19/2004 SITE ADDRESS: 120 OAK RD Issue Date 04/9/2004 PORT HADLOCK, 98339 APPLICANT: HARLAN M WOLFF PHONE: (360)385-1741 LINDA WOLFF 120 OAK ROAD PORT HADLOCK WA 98339 SUBDIVISION: Block: Lot: PARCEL NUMBER: 921073001 Section: 7 Township: 29 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW DETACHED GARAGE REQUIRED INSPECTIONS: N- SETBACKS: 4k 1151441g Al- UFFER: 6--2, i Footing: (4='t // Foundation: t'�( 7/01 11/ /'h�NT 1,6 Depu.) 47rn r,JAt R-Dk 00, 4 Underground Plumbing: 6K 9/Z/G V " //ypg 2L)1c e Pilui 0k_ 27Z07S fr Underground Insulation: OK z/�-105 eV Shear Wall : O/ zi/z,A/a5lel )' Framing: Ni A//ipk5 04/ x- Plumbing: aX S114,165 [ ] Propane Tank/ Lines: 1 Insulation: OX // S //�y, 4i #t vik /oy/a5, ` Sheetrock: /V A _ Stormwater FINAL Approval: N]' Septic Sytem Final Approval: [ 1 Road Approach Final Approval: A/ hot [ ] Zoning Final Approval: // / , Final/Occupancy Approval: (Q .(9k HEALTH DEPARTMEN 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 1 I SPECIAL CONDITIONS FOR COE # BLD04-00181 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on April 1, 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: Suburban Shoreline, Coastal Seawater Intrusion Protection Zone (SIPZ). 2.) 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. 3.) 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. 4.) This parcel is provided potable water by Jefferson County PUD#1. 5.) The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be thirty(30)feet or one (1)foot for each foot of bank height, whichever is greater. This setback shall be measured from the bank's edge when the bank's height exceeds 10 feet. When the bank's height is less than 10 feet, the setback shall be measured from the ordinary high water mark. The setback shall not exceed 100 feet. 6.) The shoreline setback shall be 30 feet from the top of the shoreline bank. 7.) The applicant is proposing to create or add 1,950 square feet of impervious surface and 1,975 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal comply with Minimum Requirement#2 of the Department of Ecology Stormwater Management Manual for Western Washington 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. 8.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through#12 of the Department of Ecology's Stormwater Management Manual for Western Washington. 9.) 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). 10.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 11.) The building height is not to exceed 35 feet. 12.) Minimum setback from Oak Bay Rd is 20 feet. Minimum setback from Oak Rd right -of-way is 20 feet. Minimum side setbacks are 5 feet. Environmentally Sensitive Areas further affect setbacks. 13.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. V 14.) Outdoor residential storage s. II be maintained in an orderly manner and•ll create no fire, safety, health or sanitary hazard. 15.) 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). 16.) A septic permit (SEP99-00091)was finaled January 18, 2002 for a 5 bedroom system with capacity. Associated critical area review was completed under CAR99-00131. 17.) Oak Bay Rd is a county minor collector road identified as C569908. Oak Rd is a county local access road identified as C573409. The road approach is existing, and an address of 120 Oak Rd has been assigned to the parcel. 18.) Lots 29, 30 and 31 of Hiller's Waterfront Tracts were created June 4, 1951, recorded under AFN 127154, and filed under Vol 3, p 31 of Long Plats with the Jefferson County Auditor. 19.) A Declaration of Restrictive Covenant was recorded January 29, 2004 under AFN 480609 combining parcels 960 300 025, 960 300 024 and 921 073 001 for development purposes only. 20.) The site plan as submitted with the building application and revised on April 7, 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 April 8, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 21.) 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. I:\F_BLD_Permit_Buildng.rpt 10/29/19 CN • Jefferson Co4iepertment of ConnollyStrt,Port Towns ]WA 88368[380]378-4450 Ao 0 OL MAR12004pr.-- , Building Type: Projec o�ype: Frame Type: i,EP ❑ Single Family _ T.OF C`.i'� r Y _` « 'l- X Garage Attached/Eetached ❑ Addition 0 Wood ❑ 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 System Electricity ❑ Oil Proposed: 1 Proposed: Individual Total: Total: SystemP ❑ Woodstove ❑ Propane If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: Office Use For Office Use Only Main Floor _,�i Consistency Review ' -4 ♦ f' ' . 2ND Floor GP '�Pc°`f Base fee q-j4 '7S 4�o l ,30 3rd Floor (\k ( �( Plan Check fee =ME `f t�`� `6j Htd Basement �k �� State Surcharge fee 1 Unhtd Basement /444 14. Subtotal go A tC t) 5 Garage/Carport 1" 3 ` Pot Water Review fee Decks 911/Rd Approach fee ,_ i- C t Commercial TOTAL • Industrial Receipt# C) 4 124 Other 010 i iP 3 5cS ' :- Cash/Check# I 0 ()7 i'I .- Ist Initials TV) ��U17 1,, Date a tag oi— (t C4 3� Estimated Cost: / l{ 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 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 ap .ca s property or structure shall be requested d sh. . r during regular business hours. Signature: // e l Date: /e/i 020e / ` OVER ► . G:\PermitCenter\FORMS\BLDG FORMS\BLDPernut Application.doc 01/08/2004 V r1 1 . R. Q, i N o ,,,k44.4",''14 kb 2 k < Ili lki i 92 o 1 i i 2 i zg E lOkiz., i 1 '' < e P Z >-' !q$ . ..‹.--', .„,„, . -------3111 di-1-1500Ja001.9r°...t....rt ' o ' �. -o it M ti) CO O Z , • i iI 1 'iC":_—_:"..„') ln c . 1 -atf I� i Lr. r t g ' U I :tea ry('-/ 1 1 11\:\ \ lkiridoo.0) O 1 I == Z i7�' ',=— pp )41 iSk .t. 0 / Q ... a :111 .1:61-1b1 Z. 1ux -Y,i J e V �.a� r�J .,... 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