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HomeMy WebLinkAboutBLD2004-00204 • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT#: BLD04-00204 SITE ADDRESS: 5042 CAPE GEORGE RD Issue Date: 05/7/2004 PORT TOWNSEND, 98368 Final Date: 2/10/2005 APPLICANT: ALICE J LANE PHONE: (360) 385-9619 735 BLAINE ST PORT TOWNSEND WA 98368-5409 SUBDIVISION: OCEAN GROVE ESTATES Block: 2 Lot: 19+ PARCEL NUMBER: 977100217 Section: 24 Township: 30 N Range: 02 W PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 1997 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 2/10/2005 EQQ \ � 0r1 ' cc- OS1 � ' 1125 Building Offici l�ignature g Date I:\F_BLD_Occupancy.rpt 10/29/19 ItUILDING PERMIT APPLICAi N R N MLA04-00168 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00204 Received Date: 3/29/2004 SITE ADDRESS: 5 M CAPE GEORGE RD PORT TOWNSEND, 98368 OWNER: ALICE J LANE PHONE: (360) 385-9619 735 BLAINE ST PORT TOWNSEND WA 98368-5409 SUBDIVISION: OCEAN GROVE ESTATES Block: 2 Lot: 19 PARCEL NUMBER: 977100217 Section: 24 Township: 30 N Range: 02 W CONTRACTOR: KELLEY SHIELDS INC PHONE: (360) 385-7156 260 KALA POINT DR PORT TOWNSEND WA 98368 Contractor's License KELLESI150LF Expires 6/6/2005 REPRESENTATIVE: KELLEY SHIELDS INC PHONE: 260 KALA POINT DR PROJECT DESCRIPTION NEW SFR W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 846 VALUATION 124,320.00 ADD'L: 338 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: GARAGE: 661 SETBACK: DECK: 200 BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PUD PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 1 Prop: 2 Seismic Streams Total: 1 Total: 2 Flood Way Floodplain Routing Date: F&W Landslide 3/3! Q� Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: a fin V E D Permit $1,374.55 KAS 03/29/04 64158 Plan Check $893.46 KAS 03/29/04 64158 7 2004 State Building Code $4.50 KAS 03/29/04 64158 MAY Potable Water Application $52.00 KAS 03/29/04 64158 Jefferson County Planning Total: $2,324.51 & uilding Department iffersen City Npartrnent of Community Development I, r, ' , • 821 Sheridan Street,PIIITownsend WA 88388[3801378-4450 r' Ue� APP.. 0 (,1:(ItC)rn ,�. Project Description: IL ` f'vIIQF� q � �A , Building'I' pe: Project Type: Frame Type: • uM�� le ' ;,�PI.OF C' .Wood _4�E.�O Garage Attached/Detached Addition •- -'-"- - Ste e 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 I Electricity Oil Proposed: A, Z Proposed: ( Individual System Woodstove Pro ale Total: 1 j Z Total: � If not sewer,fill out the following: Heat Pump (nventjonat) Alternative Other Permit# SEP I I —Oa 0 Z,q- Water Supply: Private well Two Party Well Public:Name of water system: Square Footage: x 65- r For Office Use Only \2.or Main Floor S 4( 7 1 �� Con istenc� Review (7 a "G?evr'c' /ND Floor -�J� aaa ik• Base fee 11133'1C . I ) 7�. rJ5 °Yt 3rd Floor Plan Check fee 1 Htd Basement -�- State�urchaTge fee t 61 Unhtd Basement G^�; �� Subtotal i �e�- Garage/Carport (Q(0 1 i ID ) I4• �� Pot Water Review fee 4ThDecks • 1 ti3 D I\Q 911/Rd Approach fee i-1 Commercial 3 ej� TOTAL t ( 0 ( 4 5 1 Indusi-rjid Receipt# ° . I 5 Other Cash/Check# { t !l Total Valuation: gaiii Pt Initials ----- Or .,. - taA,3°ii) 1 ate ( ,ft:9-C1/Ot Estimated C..t: 1 t_a Q) . 1 If within 201 f h , : e e, Distance to Bank or Ordinary High Water Mark 01 Pr 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 Yid. I further agree to say;indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's ties 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 foe the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Signature: A(-). -^•-9---/„.--\ LDate: n'1A2[',}-1 c 4 t 04 OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00204 Received Date 03/29/2004 SITE ADDRESS: 5042 CAPE GEORGE RD Issue Date 05/7/2004 PORT TOWNSEND, 98368 APPLICANT: ALICE J LANE PHONE: (360) 385-9619 735 BLAINE ST PORT TOWNSEND WA 98368-5409 SUBDIVISION: OCEAN GROVE ESTATES Block: 2 Lot: 19 PARCEL NUMBER: 977100217 Section: 24 Township: 30 N Range: 02 W CONTRACTOR: KELLEY SHIELDS INC PHONE: (360) 385-7156 260 KALA POINT DR PORT TOWNSEND WA 98368 Contractor's License: KELLES1150LF Expires: 06/06/2005 PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE REQUIRED QUIRED INSPE IONS: //� SETBACKS: 4 X UFFER: _,// � (, Footing:/ q;1/ &47e#6,- PftbS c+/,_o�o s./2,eses/0i [, Foundation.- 064 vU UU p [�] Stormwater FINAL Appro,al: Ks Underground Plumbing: ` 1? D� g Underground Insulation Shear Wall : `Z--.—0 P.> KFraming: .. khrely,10 PO Kr Plumbing: 9$'?4-''041k'("V [)q Propane T k/ Lines: 'J O p$- c 1 D..?7`0 4 Insulation: 41—B f Sheetro e %oZ y�/ _ Septic Syt Final Approval: Road Approach Final Approval: gMO4- leR [ ] Zoning Final Approval: lip pl Nr" Final/Occupancy Approval,,' /P A — 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 APE A BLD04-00204 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: Eagle; blue heron; landslide 1 & 3; SUSC aquifer recharge area; coastal SIPZ. 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.) 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. 6.) 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. 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. REVISION: April 11, 2002 per Al Scalf, UDC Administrator, and per UDC Section 3.6.7(7), applicant may reduce the landslide buffer from 30 feet to 15 feet in front of the residential structure only. The 30 foot landslide buffer shall be maintained in front of the designated reserve drainfield area and its respective setbacks from the foundation and property line. 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 shalll'fot encroach upon the buffer. This includesTe sto-age 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.) 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. 13.) 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 ally marine shoreline shall be required to infiltrate all stormwater runoff onsite. 14.) 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 waterirg 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. 15.) 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. 16.) 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. 17.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 18.) The applicant is proposing to create or add 1805 square feet of impervious surface and 1800 square feet of land disturbing activities. 19.) 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. 20.) The project shall adhere to thTBest Management Practices (BMPs) to connstormwater, 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. 21.) 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). 22.) This approval is for a single family residence with attached 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. 23.) The site plan as submitted with the single family residence building permit application on March 29, 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 1, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 24.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 25.) 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). 26.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 27.) The building height is not to exceed 35 feet. 28.) Minimum setback from Cape George Road right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from steep bank(landslide hazard area) shall be 30 feet. Minimum serback from building foundations to reserve drainfield or drainfield shall be 10 feet. Minimum setback from building foundations to septic tank shall be 5 feet. 29.) 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. 30.) 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. 31.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 32.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 33.) An address of 5042 Cape George Road, Port Townsend has been assigned to the parcel. Cape George Road is a county minor collector road (C622808). 34.) The lot was created through the Ocean Grove Estates Subdivision on March 10, 1961 under AFN 167714. 35.) Per Resolution 122-95, Howard Street was vacated by a standard road vacation on December 18, 1995 by the Jefferson County Board of Commissioners. 36.) During the SPAAD review, Shelly Ament(WDFW) stated in a phone message on April 4, 2002 that a eagle plan was not required. I:\F_BLD_Permit_Buildng.rpt 10/29/19 ' t Naoperty Description: cean Grove, Block 2 LoO9 r to • W a, Owner: co Alice Lane CL J a. 735 Blaine St. 0 fo Port Townsend, WA 98368 <'° 360-385-9619 ---...,„. - - '`.-..,, Ilk qr \ C,IP s, a ErIRIS* 200" F \S ti► ' \ �\°R�ee GFORCF ����G3 I���►.. \SPti o .\�r R AD `\�rY 2j0 �`4 \'\ 6S \/ ' TREE! FIR ' \ 6 07 M. 23 0 \ - Ec \ ..nR CP`/�S / 1REE2 2.i IR ``_��' '1oVivi2FY ``a TREFY. IR 'OPtirlk RR I. 4lipi / - - r • TEE Lr.R \I 4111" I N ►,�i2!1 _` _ DRAT FIELD LL ��, /' 44Y0kLv /•...-..._ 44 ,t/`��y ,{� -' _Y. T 2 /��It'/`` TREFe� •29 ......, is ril..9 . . • ' ) 1RE22 .iIR . Q_R, 1./y�, 11 � MEN * ) ; 7iJ REY-MR NI O Ir'':: TREE2.. IR . I �'... ` � l izO / �.,- ` boy \ "-/ \ t '‘141 1\1 � 3/-"_ f, ' ET "+.TREE iittgri (��.1TREE[.RI III �- �R ` W,, -Ar,.., d /R / �. P,*411101k,. ' A A 2pSEL. 3• .63 `�\ •'AF�k q�VE lief � / sPAtiil Q\ ?0`T �� ftOPqq.kF \ 1 '�� / /ATeN s a \TREF2 Y.iIR • EL 203.61 ° , Rq ?Oo Inc a ,P A tV as - 4ev. iyN L Lt e . AR 29 2004 witrarI. M ., i f 2' IRON PIPE->, -y itilr � ;., 4%1121. °O • _KEPT.OF i.`.1 . ` E +, ELOp..a ri TOPOGRAPHIC AND BOUNDARY SURVEY OF LOT 19 OF At BLOCK 2 OF THE PLAT OF OCEAN GROVE ESTATES AS 'ER VOL. 4 OF PLATS PAGE 20. RECORDS OF JEFFERSON COUNTY. UASHINGTON S66 66.99 /B FOR: ALICE J. LANE JOB No. D15 ° 5 10 20 3o II 44 F °� WOOD SURVEYING INC. �` 2155 DISCOVERY RD. PORT TOWNSEND. WA. 98368 PHONE 360-385-5968 FAX 360-379-5659 SCALE: 1"= ?AI • LEGEND 0-SET 5/8" REBAR VI TN CAP "A.V00D PLO 2391 I" a IN: NW1/4SE1/4, SECTION 24. T.30 N.. R.2 W.. • SET 5 FOOT STEEL FENCE POST ON PROPERTY LINE OCEDURES: ❑ Y WAS PERFORMFD BY FIELD TRAVERSE © FOUND STREET INTERSECTION PLAT MONUMENT IN STREET WELL . 1/ ,I •0111N!r FI T-Cf RONI I; 10I AI A SET 3/B REBAR FOR SURVEY STATIONS