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Home My WebLink AboutBLD2004-00482! 1 allU ILDING PERMIT APPLICAN MLA04-00449 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00482 Received Date: 7/20/2004 SITE ADDRESS: 230 OLD FERRY RD PORT HADLOCK, 98339 OWNER: DANA A STOCKS PHONE: (425) 881-6926 RICHARD A STOCKS PO BOX 807 PORT HADLOCK WA 98339 SUBDIVISION: PORTAGE BAY PARK Block: Lot: PARCEL NUMBER: 989100011 Section: 1 Township: 29 N Range: 01 W CONTRACTOR: APEX CONSTRUCTION PHONE: (360)765-4374 PO BOX 807 PORT HADLOCK WA 98339 Contractor's License APEXC**000CZ Expires 1/16/2006 REPRESENTATIVE: APEX CONSTRUCTION PHONE: (360) 379-9636 PO BOX 807 PORT HADLOCK WA 98339 PROJECT DESCRIPTION NEW POLE BUILDING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 14,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2003 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 F&W Landslide Routing Date: -77/,:n ol d 9- Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A Pia = V E Permit $237.25 KAS 07/20/04 66618 Plan Check $154.21 KAS 07/20/04 66618 AUG 3 0 2004 State Building Code $4.50 KAS 07/20/04 66618 Jefferson County Planning Total: $395.96 & Building Departmoit 45s0N co , Jefferson C Department of Community Development f a, 621 Sheridan 3tree ort Town;:nd WA 88 1- � 9 ►� 0 368[3601318-4450 � . a,� Perm O� ApplloIt-.4.-.,..„ -,i0,,, ,_____________ _ , Building Type: ,� , , n, E. fi : , i, ❑ Single Family Project Type: '_ �__-- , — 'Garage Attached/Detached 'P - ��4 v �New came Type: ❑ Addition Wood ❑ Modular L. Alteration/Remodel • i . :• . •Steel P ❑ Commercial DEPT. OF Ctil.,1, igil t " r i ❑ Multi-farrril 0 Repair '�r�titBPhlErd r y/#of Units 0 Demolition 0 •asonr -------- ❑ Industrial0 Other: ❑ Other: Bathrooms: Bedrooms: Type of Sewage D' al: -n Choose one: Type of Heat: Existing: 4 -- Existing: Proposed: ❑ Sewer ❑ C Proposed: S stem ❑ Electct'sit�� ❑ Oil Total: • Total: -T_ ❑ Individual System �/ ' If not sewer,fill out the folio ❑ Woo tove ❑ Propane ❑ Heat Pump ❑ Conventional ❑ Alternative Permit# SEP ❑ Other Water Supply: ❑ Private well ❑ Two Par Well❑ Public:Name of water s stem: 1 Square Footage: Office Use y �/L� Sr For Office Use Only Main Floor tv Cj 10 gConsistency Review 2ND Floor Base fee 3 3rd Floor • Plan Check fee ( f' a\ Htd Basement State Surcharge fee Unhtd Basement Subtotal -� 3 (-Ye' Garage/Carport Pot Water Review fee Decks �� 911/Rd Approach fee E)c t�� > i • Commercial TOTAL �.\3 9 (to I i Industrial • Other Receipt# • G / 1 Cash/Check# 3cj 9 OD. Initials Date � o� �yT Estimated Cost i //�r � 0� y If within 200'of the Shoreline, Distance to Bank or Ordinary High Water Mark - --- @.Bank Height By signing the application form,the applicant/owner attests that the inform ge. Any material falsehood provided herein is true and correct to the best of their knowled ood 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 hold fyharmless Jefferson th County of st all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue against f further Jefferson sae,ynd mnify and or in consequence the granting of this permit. Il I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose Access and right of entry tot applicant's property / p PAY or structure shall be requested and shall occur during regular business hours. of application review and any required later inspections. Signature: (// '7 , a4. Date: V/9 8 OVER ► G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004 BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00482 Received Date 07/20/2004 SITE ADDRESS: 230 OLD FERRY RD Issue Date 08/30/2004 PORT HADLOCK, 98339 APPLICANT: DANA A STOCKS PHONE: (425) 881-6926 RICHARD A STOCKS PO BOX 807 PORT HADLOCK WA 98339 SUBDIVISION: PORTAGE BAY PARK Block: Lot: 12-14 PARCEL NUMBER: 989100011 Section: 1 Township: 29 N Range: 01 W CONTRACTOR: APEX CONSTRUCTION PHONE: (360)765-4374 PO BOX 807 PORT HADLOCK WA 98339 Contractor's License: APEXC**000CZ Expires: 01/16/2006 PROJECT DESCRIPTION: NEW POLE BUILDING REQUIRED INSPECTIONS: [ ] SETBACKS: [ ] UFFER: [ ] Footing: [ ] Foundation: [ ] Stormwater FINAL Approval: [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: f 1 Plumbing: [ ] Propane Tank/ Lines: !A 4 [ ] Insulation: f 1 Sheetrock: [ ] Septic Sytem Final Approval: /U- — Road Approach Final Approval: [ ] Zoning Final Approval: f 1 Final/Occupancy Approval: 4't2.-c5 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 At t BLD04-00482 1.) 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. 2.) 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. 3.) 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. 4.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 5.) 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). 6.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 7.) The building height is not to exceed 35 feet. 8.) Minimum setback from Old Ferry Rd right-of-way is 20 ft. Minimum setback from Laurel St right-of-way is 20 ft. Minimum side and rear setbacks are 5 ft. 9.) 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 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. I:\F_BLD_Perm it_Bu ildng.rpt 10/29/1999 LAUfzEL 5T 1• i / _ N 83d2450"Fc7,7 :��' I" ., • \• „.„\,„.,,\,,,,, ,..•.„.'\ 1 4',.. t/ \ \\\\ �\\\\�\\.\ \\\\�\\\\ V ,. ,. ii-1 , , \\, , \ \ ,..,, .\\„„,\.. .‘ , . \ , \\,,,, N•s, „.4.‘,: : ci: / / z \ \,\• ill'' si U.I / \\ .\\ \ \\ \ • \\ \\.• \,,\\ . ‘‘. \\k \ . . g .• ' ' -'\-,=.a\\\. °.4 ° / t t) A \ , / \\'\ \ \ \\ \\\• L ... ,,,,\„,\\\,,,,,,,„.„.„,,,,,s\m,,,\•:. % , 1 i \\\\\\\`\\\A: • • -- ‘\ V.' ....‘ ' i 70"44- ‘N .9 6, / . \,\ .‘; • ),,/ . ' 1 `'... '\\N \V. , "•§‘ 'b i ,,... ••• . ‘4,b:. 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Of CGr�IrYiu�.i�CY uE TRTD 2xb UNDI5TURBE 501L COMPACTEC GANULAR FI PER STRUCI DINC6 GONG FOOT UPLIFT BLOC 5TRUCT. PH( S/Z:7E WALL SECTION SCALE: 314" = 1'-0" T. MTL _ER 05 'LACES rL CORNER ,P 5RADE L _ J L - I RIGHT ELEVA7/ON NO OPENINGS AT LEFT ELEVATION SCALE = 1/8" = 1'-0" ZXfo f-r L-4. Dr EN17 ^ALL SECT/ON SCALE: 314" = 1'-o" TYP METAL DOR45f TYP (4) — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — r-LOOR $ f1w'OL)N= A7/ON PLANS NOTE; SCALE = 114" = 1'-m" 5EE DRI MI 1NG5 AND CALCULATION5 DATED 6l1/04 BY ENGINEERING 4 TECHNICAL 5ERVIGE5, INC. FOR 5TRUCTI.RAL INFORMATION. ROOF" 4t ROOP= P=RA 4 / NG PLANSS SCALE = 114" = 1'-o'I 9 w 4 N AIN