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HomeMy WebLinkAboutBLD2002-00743 ■ • BUILDING • PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD02-00743 Received Date 12/27/2002 SITE ADDRESS: SHINE RD Issue Date 01/24/2003 PORT LUDLOW, 98365 APPLICANT: THOMAS H PICKENS PHONE: (360)437-9239 LINDA L PICKENS 1664 SHINE RD PORT LUDLOW WA 98365 SUBDIVISION: SUNSET HAVEN SHORT PLAT Block: Lot: C PARCEL NUMBER: 721031029 Section: 3 Township: 27 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION Resident's Dog Facility REQUIRED INSPECTIONS: [L,r SETBACKS / Footings: 1 3 163 i, [97 Foundation: di( 3//z�p3 [ ] Underground Plumbing/Underground// Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: GW A 3/'7, } ii-7—Tvl3zzs [ ] Propane Tank/Lines: I TPANg f_it.seS Q (/a5/03 [ ] Insulation: `` [ ] Sheetrock: [ ] Septic System Final Approval: [ ] Zoning Final Approval: / [ ] Final/Occupancy Approval: Q Cr- tK %U 33, 4Vg 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 • �UILDING PERMIT APPLICA ON MRLA02N00p640 e: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00743 Received Date: 12/27/2002 SITE ADDRESS: SHINE RD PORT LUDLOW, 98365 OWNER: THOMAS H PICKENS PHONE: (360)437-9239 LINDA L PICKENS 1664 SHINE RD PORT LUDLOW WA 98365 SUBDIVISION: SUNSET HAVEN SHORT PLAT Block: Lot: C PARCEL NUMBER: 721031029 Section: 3 Township: 27 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP DOG HOUSE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 0 VALUATION 50,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: OTHER: 633 SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PWELL 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: F&W Landslide 17r( d L RE.? Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: /\ /vq ,v�E Plan Check $418.44 MAM 12/27/02 51528 /`1 State Building Code $4.50 MAM 12/27/02 51528 JAN 2 4 2003 Potable Water Application $50.00 MAM 12/27/02 51528 Permit $642.75 MAM 12/27/02 51528 Jefferson County Planning &Building Department Total: $1,115.69 /.//efri./4 SPECIAL CONDITIONS FOR CASE BLD02-00743 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 1/16/03 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: Susceptible Aquifer Recharge Area, and 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.) 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. 5.) 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. 6.) 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. 7.) The parcel is located within a High Risk SIPZ (seawater intrusion protection zone) according to the County GIS map. There are 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 High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses above 200 milligrams per liter(mg/L). 8.) MANDATORY MEASURES OIGH 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. 9.) MANDATORY MEASURES FOR HIGH RISK 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 requirements: a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106 for a new groundwater well within 100 feet of a sea-salt water intrusion area per WAC 173-160-171 (i.e., within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an Ecology variance, applicant must provide evidence through a hydrogeologic assessment(relevant components of an Aquifer Recharge Area Report per UDC 3.6.10.e) of a reasonable probability that the subject aquifer will not be degraded by the proposed use of well. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 10.) The property owner shall comply with Water Conservation Measures(per list maintained by the UDC Administrator). 11.) On-going well monitoring for chloride concentration is required. The property owner shall allow access to Jefferson County PUD or approved contractor to take samples as required. 12.) The Seawater Intrusion Protection Zone (SIPZ) is located on the property. A High Risk area is subject to several regulations. However, this property currently has approval and is connected to an existing well and will not be subject to the new regulations at this time. New wells installed on the property will be subject to the HIGH RISK conditions. 13.) The applicant is proposing to create or add 953-square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Small Parcel Sedimentation and Erosion Control Plan. 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.) A Small Parcel Sedimentation and Erosion Control 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. 16.) The site plan as submitted with the building application on 12/27/02 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 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 17.) This approval is for a outbuilding/dog house 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. 18.) The building height is not to exceed 35 feet. 19.) Shine Road is classified as a local access and thus requires a minimum 20-foot setback. There is also an ingress/egress easement which requires a minimum 20-foot setback. The remaining sides are adjacent to residential property and require a minimum 5-foot setback. All setbacks shall be measured the lot line to the proposed development. 20.) Maximum lot coverage is not to exceed 25%. Lot coverage is calculated by the amount of impervious surface which includes rooftops, driveways, concrete, etc. 21.) The applicant has filed a Declaration of Restrictive Covenant to join the two parcels. The document has been filed with the Jefferson County Auditors Office and is referenced under file no. 464807. i:\F_BLD_Permit_Buildng.rpt 10/29/19 f ! or revisions to the approv H 1 a { 1 f. 1 -nwI t Itc Titan tot !4-ram !\ W ;Tito v,,f;rrtz ,t>y .. Lt `rYP { C4‘ .-4.-.).:44-1 \41‘11 , j \,. x�— ___ --- 's� ,� + ea _- rc-rz yJr e tc e P ; . II 7.11 tile `'I1 ; I 1' ,, .t N ( 4-- ;�J I�P.4) I ��. 34 S oor — L P 0 fe. rtivt. k'C; 2 ,� l g Pi (,.1,ttl.., '' (q/,/f(pit ` I I- TO 2 ' ''RAC , y TVg323,- i- t NoS-& (Plc' r-iz 4. ,2,I, t ri1Zmrn"e3-re- r e,v i g6a " - ' Alolac . (5cefZ-' (Jb ( d d ft ,T, ), _ PEE 2 7 OM3 4* - r-vor-s. I. , z . 4 =- z e <<o``t., 717-0.-/,'e_ r- ed- NOTICE:Plans are approved REVISED date:03 any errors or omissions. All �� pass inspection In conformer ._s all applicable codes and rags � ozv �© Jefferson CouOepertinent of Community Development 4� 621 Sheridan Street,Port Townsend WA 8836813601378-4450 rtzti` 0 0 n 0 3117;11:::;-" Perm° if App _ OCCITOon Project Description: Building Type: Project Type: Frame Type: ❑ Single Family New L, 2 7 (Wood ❑ Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial d `` ' X Other: a e 4t a Arid f !114 !/D/%r�.,S s Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑ Community System XElectricity4 ❑ Oil Proposed: Proposed: Individual System ❑ Woodstove ❑Propane Total: Total: If not sewer,fill out the following: ❑ Heat Pump Conventional Alternative pr ❑ Other Permit# SEP �� "DO/p ,'.Sy F/oor Water Supply: Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: �/ For Office Use Only Main Floor �i3 . T ,,) Consistency Review 47.00 y 2ND Floor Base fee 3rd Floor Plan Check fee-65% 4 I g•`Ett Htd Basement State Surcharge fee 4".SD Unhtd Basement Subtotal (I 1 3 • 6/ Garage/Carport Pot Water Review fee gl • 00 Decks 0V/4 911/Rd Approach fee To R CoN D 0 Commercial y// TOTAL (( Q 3 • 69 Industrial Receipt# -7�SZ$ Other Breeze (N 44 9-$2E-4C) Cash/Check# 2-2-7 Total Valuation: of tte).6t. Initials P Or rr 'Tl l Date (2-1 27 QZ- Estimated os J 0,Q Q 6 If within 200' o e S oreline, A�)] d Distance to Bank or Ordinary High Water Mark 41/ 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 againstJefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right . - _ .n County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry yptitlecant's p .erty or structt e shall be requested and shall occur during regular business hours. Signature: /fir Date: 2��'��� H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 �� 4�e 00 G. I too FJzfS� �rI+C ° 149 tVtKvow Yo2 i 5 [ rc1z c"SNIP H t i U) 44 pac s7-1eA7- cct/ ,jr: 10 {} L �26 4i1 { :� f, srnla.r - 4L- �a k to co tot 4 n �i ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24, 1997 UBC AS AMENDED BY WASHINGTON STATE BUILDING CODE COUNCIL Contact the Building Department at 3794450 prior to making changes or revisions to the approved plans {GjV t41 W q�)yE U LV, rio Ott lad y 6v'de, Ar , i� 9ANI Nef` tyLL �CrS�-s ��ie9eiL 7'0 2Nr.q X� 34 To 3 6,. arc o i✓/ �I10.5 Ors 7-1Z eW' P K662 - '5' OR M ©/Z tc JZ t 5 c tz5/ i a'rJ x NOTICE. Plans are approved excepting any errors or omissions. All work must pass Inspection In conformance with .all applicable codes and regulations. PERMIT # BID OEC 2 9 2002 0 2 - 0 7 4 3 JEFFERSON COUNTY DCD e o N �+ Z � � C'7 C C z 1 V � p0 v v W e-� v e =14,� i wl k:; 7� I U�, y. � I I I� Lid t-V J 3 _ 1 Bul xt C 51wise /{ deH Ao�68lo-s1 TV # 7,?( -oil-ea? r P.�lreHs