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Home My WebLink AboutBLD2004-00794 IRUILDING PERMIT APPLICA.N ML Review Ty Ty 695 pe: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00794 Received Date: 12/14/2004 SITE ADDRESS: 741 LUDLOW BAY RD PORT LUDLOW, 98365 OWNER: JOHN D CARKIN PHONE: (253) 833-1404 E JEAN CARKIN 741 LUDLOW BAY RD AUBURN WA 98002 SUBDIVISION: LUDLOW BEACH TRS 2 Block: Lot: 8 PARCEL NUMBER: 969000008 Section: 16 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: E JEAN CARKIN REPRESENTATIVE: ALAN KOSKO PHONE PROJECT DESCRIPTION NEW SFR AND DECK & A/G 500 GALLON PROPANE TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 170,000.00 MAIN: 1,693 CODE EDITION: 2003 ADD'L: HEAT TYPE: PRO OCCUPANCY: R_3 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: SETBACK: 35 DECK: 760 BANK HEIGHT: 35 SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 3 Seismic Streams Total: 2 Total: 3 Flood Way Flood plain Routing Date: ! F&W Landslide (fl /oi/ Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $1,385.75 BAC 12/14/04 68827 APPf () /EfT)Plan Check $900.74 BAC 12/14/04 68827 State Building Code $4.50 BAC 12/14/04 68827 MAR 3 0 2005 Potable Water Application $52.00 BAC 12/14/04 68827 Total: $2,342.99 Jefferson County Planning Building Department 4-(Accf p7 , OWNER BUILDER STATEMENT The signer of this statement does hereby certify they are the Owners of the parcel referenced herein,ilthey are not licensed contractors and that they will be aacu ' g the responsibility of the General Contractor for the proposed projecj Signature: Date: l!/ Cf GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ,`4 j"f . "( ) -( ) MAILING ADDRESS: • EMAIL: CONTRACTOR'S LICENSE WAINS DEC 1 4 2004 NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: • Shoreline: Type of Sewage Disposal: New Wood Existing: ❑ Sewer 0 Addition 0 Steel Proposed: 2, s Bank 0 Community System ❑ Alteration/Remodel ID Concrete Total: ,2 i S Height: �( Individual System r."" ❑ Repair 0 Masonry 3.5 - SEP Permit#_ ❑ Demolition 0 Other: Bedrooms: Water Supply: PT' Existing: Setback: Private well 0 Two Party Type of Heat: Proposed: Z- — / ❑ Public Total: 5'Y Name of System: h.�,'t� i If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Win you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 0 Underground Tank 0--Above ground Tank Size of Propane Tank: '<'c> G,2 0 Heat Stove ❑ Cook Stove 0 Woodstove ia Fireplace leaert 0 Hot Water Tank 0 Pellet Stove ❑ Other Is this appliance being installed in a Manufactured I Mobile Home? Yes f No ro When applying for a permit to Install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Propos ed `Offce" Jt Onj K 4 .v? f�*- re.. ft x"-§- i i t �a xN,i . `A ,.Main Floor t ., >�< e ,4: g �Q a n �ENU1V119 Floor 31°Floor / tonal _action. er- s ti .; 11r � ` - Mezzanine: . . AlPlan Checkle� t _, *` ei, N ICY :1!'� ` ;' { L}` }''. Heated Basement ^ //� --4 y� te •,Su ark: '......1 s . ;; , e•,• .• �`� `, r _ • ate'..,Unheated Basement w �•' rd , Y • 4 •t , 4. 1 T tf ' :tY F C 1 F kM 5'I F'4, x .s-"s..p,�^�� .t Other Unheated f '�;'��Wtgt '` �; y *- -��' � ��' U Garage/Carport /' A ! �' b �• `z i - •:- r t .4?-2.s* ��`�� '�bt1 5 r Pi � YAY M �i4c cl Y Decks I ti L . 1)440, 5 .i.4. 14,,, dSk :,,sY,.: 01414 •TY1P6114PC"...rwaT!! ** 1,-.:...4:--1411:1 Other .- • > ve,t >e • ESTIMA REQUIRED) =. . : , '`, 4•ti . .~ •„ �,, �� z u z • �J//� /jva ue/olfJalll a materials foundation to finish , ,$f.,.i �i5... `! /?G� .<'(.� _ h: •.. y •.�'r Y }-..qt ,....-„y 'i.tom.I.--3};1 ,` T.y Ir ,r,l{. G:\PemitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00794 Received Date 12/14/2004 SITE ADDRESS: 741 LUDLOW BAY RD Issue Date 03/30/2005 PORT LUDLOW, 98365 APPLICANT: JOHN D CARKIN PHONE: (253) 833-1404 E JEAN CARKIN 1404 G ST SE AUBURN WA 98002 SUBDIVISION: LUDLOW BEACH TRS 2 Block: Lot: 8 PARCEL NUMBER: 969000008 Section: 16 Township: 28 N Range: 01 E 9 CONTRACTOR: OWNER/BUILDER PHONE: E JEAN CARKIN PROJECT.DESCRIPTION: NEW SFR AND DECK & A/G 500 GALLON PROPANE TANK CALL IN BR THE /// FOR REQUIRED�INSPECTIONS THAT APPLY TO YOUR PROJECT. SEUFFER: 1 e' Footing: Ole- 4`4:S 6r Foundation:6 K Z/�%/C5.S 6 Stormwater FINAL Approval: Underground Plumbing: Underground Insulation: Shear Wall : Ox 9/S/DS Sheathing: Framing: d4 ////4/oS f ri4gta I ee OK a/i4 f c5 Al- Plumbing: 0'k 0170511/ Propane Tank/ Lines: '. •%.L-ANK Ok&/GO relois/2 %`A/3NT 4 cicr i.aws eK /46*, Insulation: Aielagi_Ok EXczpr234e,16,-�Rw) ///f(PSp ox 0,63fr5 lc Sheetrock: 4k 12/ l ' Septic Sytem Final Approval lIf not on sewer): Road Approach Final Approval: Zoning Final Approval: Final/Occupancy Approval: lI �Cu.i �r+st erA a .l flK 41--- PA') 7/�4 HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL IN ECTION 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 CA BLD04-00794 1.) Barriers to be placed along North edge of Drainfield nearest house during construction prior to footing and foundation inspection 2.) 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. 3.) 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. 4.) 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. 5.) A Medium Stormwater 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. 6.) 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. 7.) 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. 8.) 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. 9.) 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. Chlbride 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. • 10.) A minimum of two (2) on-site p-rrking spaces is required for the single-family residence. 11.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 12.) The building height is not to exceed 35 feet. 13.) Setback from Ludlow Bay Rd. right-of-way is no less than 20 ft., side and rear setbacks are no less than 5 ft. If an environmentally sensitive area (ESA) is present, then the more restrictive setback shall apply. 14.) 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. 15.) 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. 16.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 17.) 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). 18.) 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. I:\F_BLD_Permit_Buildng.rpt 10/29/19 • • cc_.) v ii . _ A � o � III tzl. 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PORT LUDLOW, WA. 98365 LUDLOW BEACH TRACTS 2, LOT 8, SEC. 16, TOWNSHIP 284, R 01 E PARCEL # 969000008 WATER: WELL (EXISTING) SEWER: SEPTIC (EXISTING) LAND USE: 1100 — HOUSES (SINGLE SCALE: P = 20'-0' NOTES: DRIVEWAY DE51GN MAY VARY TO MISS EXISTING DRAIN FIELD LOCATE SEPTIC TO MAKE SURE HOUSE FOOTPRINT DOES NOT CONFLICT WITH LOCATION id0 hear<A UNITS, NON —FARM) 120 0 10 20 40 SCALE IN FEET TYROVE SI_LAN DEFT OFJEFFFRSON SIGNATm'3 �'/, DEC 14 2004 DR,4LING INDEX SHEET • DESCRIPTION AO SITE PLAN Al FOUNDATION A2 MAIN FLOOR FRAMING A3 MAIN FLOOR A4 ROOF A5 ELEVATIONS A6 SECTION A-1 SHEAR WALL LOCATIONS SHEET NO