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HomeMy WebLinkAboutBLD2003-00175 BUILDING PERMIT 1110 Jeffen County Dpartm of ity 621rso Sheridan Streete , Portent Townsend,Commun WADevelopment 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00175 Received Date 03/18/2003 SITE ADDRESS: 153 N RHODODENDRON DR Issue Date 05/20/2003 PORT TOWNSEND, 98368 APPLICANT: J B MC CRUMMEN PHONE: (206)972-8403 1700 TULIP LN SW#302 TUMWATER WA 98512 SUBDIVISION: CAPE GEORGE COLONY DIV 3 Block: 5 Lot: 9 PARCEL NUMBER: 938400509 Section: 12 Township: 30 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: DETACHED GARAGE REQUIRED INSPECTIONS: [4'f SETBACKS /Footing • 5/2 'e-3 [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] ramin /Plumbing: £A)' j -/ -t.,r 1/ f 1 Propane Tank/Lines: [ ] Insulation: f 1 Sheetrock: f 1 Septic System Final Approval: _ [ ] Zoning Final Approval: f i Final/Occupancy Approval: tic , '<- 6 i 7-<' HEALTH 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. SPECIAL CONDITIONS APPLY-SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • BUILDING PERMIT APPL•TION MRLA03 00eview p 37 e: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00175 Received Date: 3/18/2003 SITE ADDRESS: 153 N RHODODENDRON DR PORT TOWNSEND, 98368 OWNER: J B MC CRUMMEN PHONE: (206)972-8403 1700 TULIP LN SW#302 TUMWATER WA 98512 SUBDIVISION: CAPE GEORGE COLONY DIV 3 Block: 5 Lot: 9 PARCEL NUMBER: 938400509 Section: 12 Township: 30 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr DETACHED GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 9,428.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 400 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: CAPE GEO 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:I���O 2 F&W Landslide J//( Shoreline A uifer Forest: Commercial Rural i Type Amount Paid By: Date: Receipt: Approved/Date Permit $181.25 MAM 03/18/03 55910 APPROVED PP O E Plan Check $117.81 MAM 03/18/03 55910 State Building Code $4.50 MAM 03/18/03 55910 MAY 2 0 2003 Total: $303.56 Jefferson County Planning (-j" & Building Department p`` oN -, Jefferson ty Department of Community Development J �� 621 Sheridan Street,Port Townsend WA 88368 13601370-4450 C ;2'1 , MAR ' '': .14' r: ° r, M6t Appin'cacT.zon Project Description: Building Type: Project Type: Frame Type: ❑ Single Family , New Wood X Garage Attache. Detached ❑ 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 System ❑ Electricity ❑ Oil Proposed: Proposed: ❑ Individual System ❑ Woodstove ❑ Propane Total: Total: If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional 14Alternative ❑ Other Permit# SEP /.S''' 06340 Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: l ,4", d(Zal C®Cie9 ev Square Footage: For Office Use Only Main Floor Consistency Review - ' 2ND Floor Base fee /5/ . 25 3 Floor Plan Check fee—65% Htd Basement State Surcharge fee y,-s'0 Unhtd Basement Subtotal 0 3- S b Garage/Carport Pot Water Review fee Decks 911/Rd Approach fee � Commercial TO TAL 3 Q Industrial IIPI��^^�� Receipt# S S. / / 0 Other—(14 Veit— .d ID ,I ° Lt2 - Cash/Check# 3 90 3 Total Valuation: Initials yli1/1 Or Date /S)-/O j Estimated Cost: ' Y©Oc7 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 pros-de acc s a d 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 n o t e a plicant's property or structure shall be requested and shall occur during regular business hours. Signatur : \ Date: 3/i 3 fr 3 OVE H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 �� III • i -Site Plan (Revised 5/30103-smaller setbacks by garage) N Project: Single Family Residence-153 N.Rhododendron Dr,Port Townsend,WA Property Size; 90'x 120' Total size: 10,800 SF Tax Parcel:938400509 Scale: 1"=:125' Prepared by Owner J.S.McCrutrnen(206)972-8403.Apt 31-302,1700 Tulip Ln,SW,Turnwater WA 98512 Adjacent land usage: Cape George:Single family residence. 0 Parcel:002122010-usage: 1104; Parcel 002122001: Usage-1100 Building Footprints: House footprint:40x25 =1000 SF;Living Area: 1565 SF Carport: 20x20=400 SF Total Impervious Surfaces: 2,637SF House(roof area):1030 SF Garage/Carport roof:425 SF;Back steps:6"x10'=60 SF Driveway&parking(93'x 10'r--930SF; 192 SF;Total of 1,122 SF . Rainwater: Gutter downspouts to use splashboards and sheet flow to vegetation.Areas surrounding house&garage are level Downspouts designated on Site Plan and House Plan(designated by: *) , I qtv I i F. it 5 1 1 ca$to' • _ 1 , , i r 39' i 1 1 C*144.44..tet' I 1 - • i 11, a At i 1 ' In compliance with revised drab res erve requirements,proposed house corner is: 2.... 1 1 I yz, /A, I il a) fillinimum of 30'from easten ..".„„„ ---* b) Maximum of 70'from southE 1 ,F,,t,d„,p.• , 32. to, i i i 1 PetrOC.,e-ie 444tt. 1 • alit4 23‘ > ,1 .„.....e . 1 K"10( tAtpt t4,- f , I '' ' "- D' I 1 ciV i A.. ,..., 1 /0 . . 4 . (...--I-• ft' 1 11(.....".0, i --- 1 i41/%4kk e Stormwa - - I Ce'76,20-f i I , -0. . 4 ter DMP's I — T i 1 zr 3 raia4c,1 ros,,,,,r 1,1P*41- I if) ei.t. 1 4„raelOrl'arAyiktA,PS,E t,,,,,,t €../ ....S 1 PL7,,,e01,4P4 0,40-t,,J,144(tort reev ce) - REVISED Existing road pavement SITEPLA1V N.Rhododendron Drive ilas dated*C-Zilo'c'3 been ciii-rA I"' Ire.. lenrr.03,11,1,11781130, Neouirry . inmitrat o41ki vi jar, ''''?+ ..... .. A ' 1111011rellik '`,"1`., . •W 1/4 • R_M 1�� - , , _ 7---\ oo 1 Cri0o R --I •' N , �%, a n ; C•- 1 3ilf-!P,i,..i'.:4,(10#17,04., /,':(0./:.parIM4 • ----e- Z 11 t,L V ` 1 W 1 x �'� J ci. . t/1 .'"' 0 V UN tis ,• 6 &' tq lam . Z i a .h, • .._....__._ _L F.- ,.: -l',', '44:,, , 4,‘, 1 ---)n 00 0: M..'J ki " < .4 , ,.., if, V IICCD V a0 sN.i. • c CI) wI 2 Q T �' . Ei o ei M /.,, p NI C� l in ci`-,,,, 1=l . Q, N ea C ® V X. M " Fes` 1 O d E Zo ..� 2 s C:9 al' � " g =C les ear tin Ra61161 onmsj .›laa � ij ll ACC -,4Z f,! I' I ;I I!II ;iliili'il'I n . 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The application was reviewed by the Jefferson County Department of Community Development staff on April 8, 2003 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: Type I Landslide Hazard Area (slight), Susceptible Aquifer Recharge Area, Coastal Seawater Intrusion Protection Zone (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.) 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. 8.) 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. 9.) VOLUNTARY MEASURES CikOASTAL&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. 10.) 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. 11.) 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. 12.) The mapped Type I Landslide Hazard Area is due to slopes in the area. The subject parcel is level. 13.) The applicant is proposing to create or add 1,515 square feet of impervious surface and 1,092 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit adhere to Best Management Practices (BMPs). 14.) 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. 15.) 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). 16.) The building height is not to exceed 35 feet. 17.) Minimum setback from N Rhododendron Dr is 20 feet. Minimum side and rear setbacks are 5 feet. 18.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes rooftops, driveways, concrete, etc. 19.) A minimum of two (2) on-site parking spaces are required for the single family residence. 20.) This parcel is a legal nonconforming lot designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 21.) This parcel was created through the Cape George Colony Div 3 subdivision August 8, 1961 and recorded under AFN 169198, Vol 4, p 23 of Long Plats. 22.) N Rhododendron Dr is a private road. A road approach permit is not required. An address of 153 N Rhododendron Dr has been assigned to the parcel. 23.) A septic permit(SEP95-00360)was finaled March 26, 1997 for a two (2) bedroom system. Associated critical area review(CAR95-00144)was approved January 14, 2002. 24.) The revised site plan as sub•d with the building application on March *003 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 16, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 25.) This approval is for a single family residence and 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. is\F_BLD_Permit_Bu ild ng.rpt 10/29/1999