Loading...
HomeMy WebLinkAboutBLD2004-00111 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00111 Received Date 02/23/2004 SITE ADDRESS: 292 MERRY RD Issue Date 03/31/2004 NORDLAND, 98358 APPLICANT: GEORGE CHECHOPOULOS PHONE: (360) 379-5169 HELENA CHECHOPOULOS PO BOX 193 NORDLAND WA 98358-0193 SUBDIVISION: OLSON & HAMBLETON'S Block: Lot: 14 PARCEL NUMBER: 977700045 Section: 9 Township: 29 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW POLE STRUCTURE -KILN BUILDING REQUIRED INSPECTIONS: [ ] SETBACKS: 6� 0-1 eY' [ ] UPPER: /t-(�,Q [ ] Footing: th-r r- • e k Ay";'•Grrc4r4of5 4/it/e A [ ] Foundation: [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: f 1 Plumbing: [ ] Propane Tank/ Lines: uNP 1?Otwn *eta O1 4 f 4f 1/ [ ] Insulation: f 1 Sheetrock: [ ] Septic Sytem Final Approval: 1 1 Road Approach Final Approval: [ ] Zoning Final Approval: �J Final/Occupancy Approval: 0 J AI 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 CAE A BLD04-00111 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 3/11/04 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: Seismic Hazard Area, Coastal Seawater Intrusion Protection Zone (SIPZ), and Category II Wetlands. 2.) A Special Report was submitted in conjunction with the application to address the Wetlands. A Wetland Delineation report was drafted on November 21, 2002, which identifies the Category II Wetlands. 3.) 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. 4.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 5.) 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. 6.) 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. 7.) 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. 8.) 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. 9.) VOLUNTARY MEASURES O OASTAL &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.) 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. The property is gradually sloping and no visable benches or banks are located on the parcel. 11.) The applicant is proposing to create or add 3,901-square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Stormwater Pollution Prevention Plan. 12.) 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. 13.) A Stormwater Pollution Prevention 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. 14.) 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). 15.) The site plan as submitted with the building application on 2/23/04 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 3/11/04 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 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.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 19.) The building height is not to exceed 35 feet. 20.) Merry Road is classified as aivate road and requires a minimum 20-footint yard setback. The setback shall be measured perpendicularly from the edge of the right-of-way to the proposed development. The side are rear lot line setbacks shall be 5-feet. 21.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall contain the following statement: "Wetland & Buffer- Do Not Remove or Alter Existing Vegetation." 22.) A permanent physical separation along the upland boundary of the wetland buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 23.) A Special Report was submitted in conjunction with the application to address the Wetlands. A Wetland Delineation report was drafted on November 21, 2002, which identifies the Category II Wetlands. 24.) 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. 25.) This approval is for a pole building/kiln housing 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. I:\F_BLD_Permit_Bu i ld ng.rpt 10/29/1999 • BUILDING PERMIT APPLICIION MLA04-00092 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00111 Received Date: 2/23/2004 SITE ADDRESS: 292 MERRY RD NORDLAND, 98358 OWNER: GEORGE CHECHOPOULOS PHONE: (360) 379-5169 HELENA CHECHOPOULOS PO BOX 193 NORDLAND WA 98358-0193 SUBDIVISION: OLSON & HAMBLETON'S Block: Lot: 14 PARCEL NUMBER: 977700045 Section: 9 Township: 29 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: (425)456-2146 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW POLE STRUCTURE - KILN BUILDING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 8,000.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 476 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 Routing Date: '_ J r ,-~� F&W Landslide 4 � � �` �_f y :.._t Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $153.25 KAS 02/23/04 62666 Ar 111.„, f."* I F *:t Plan Check $99.61 KAS 02/23/04 62666 State Building Code $4.50 KAS 02/23/04 62666 LIAR 3 1 2t04 Total: $257.36 Jefferson County Planning Cole Build#n A eotr < (o �5ozv co • Jefferson CO Department of Calamity Development �� f � 621 Sheridan Street Port Townsend WA 88368(3601378-4450 CP. permit A _ AppIcfl© n Building Type: Project Type: Frame Type: ❑ Single Family XNew ❑ Wood ❑ Garage Attached/Detached ❑ Addition FEB 2 3 2000Qteel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units (�.�Ge S- CJ R ❑ Demolition ❑ Other: ❑ Industrial 1 v �..� XOther: Stk 1 4L►' Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: xx }} ❑ Individual System ❑ Woodstove Propane Total: Total: !v If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: --�� Office Use For Office Use Only Ci Main Floor __La Consistency Review 2ND Floor Base fee l S3 -ZS 3rd Floor Plan Check fee q i -a Htd Basement State Surcharge fee 4.50 Unhtd Basement lJC7 Subtotal 257. 3 ::. Garage/Carport Pot Water Review fee Decks 911/Rd Approach fee CP Commercial TOTAL /257 ' b C Industrial Receipt# Z 6 fo Other Cash/Check# -3ZC14' Initials Q Re Date 29/O4_ Estimated Cost: / 0 0 c 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 Coun ,against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the ' g of this permit. I further agree to provide access and ' t of entry to eff un , it's employ s,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the a is property r sh ested an shall occur during regular business hours. Signature: Date: iRAj/ /C9r OVER ► G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004 /--Merry Road (Private) Well Head Exist. Fence Line Water Tank - - A''- Exist. Gate Existing water line `' Exist. gravel Exist. Sand from water tank driveway moun to existing Parking bladder tank • Exist. Septic System Lines • Existing Pottery o Studio Building oO o xist. Po er Pole • -� Exist. Septic Tank r Nt; :-. o o� & Pump Tank Exist. 250 Gal. Relocated New Conc. Slab 110°-airS4,'-0" _ Propane Tank. See Gen. Exist. Curtain Drain & Metal Shed -- W - ° �►� ------. Roof for Kiln 5'-0'' Existing Waste a t. E`' Primary Mound — 100' Wetland Buffer Line Cleanout �._ —�S. Setback Existing Waste Reserve Field Line to Septic -- _____ ____ __-- Tank Genera \otes 1. Propane Tank Supports to Span Exist. Curtain Drain w/ 4"x6" Treated Wood Supports. w w G w c AREA OF SEASONAL °-- o SURFACE WATER APR —a 2004 c a. JEFFERSON COUNTY DCD LOT 14, OLSON & HAMBLEION SHORT P_AT ON MARROWSTONE IS..AND, TAX PARCEL # 0 L � 977700045, 1 .04 ACRE � 17° 17'12" '.� ‘ 5' 140 -0 A- OVE1 SITE PLAN =S LA\ C - 2 APR 6 2004 KILN SHELTER ►1`I \ REVISED FOR PROPANE TANK RELOCATION JEFFERS° C• TY DEPT.OF CO I • ' OPMENT ON 4/6/04. '� SIGNATURE: v�A • 1" = 30'-0" 30' 20' 0 30' 60' 90' GEORGE & HELENA CHECHOPOULOS DRAW\ BY: C. CHECHOPOULOS P.O. 30X 193, NORDLAND, WA 98358 • C-2K1LN.DWG