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HomeMy WebLinkAboutBLD2003-00416 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00416 Received Date 07/3/2003 SITE ADDRESS: 20 MOEN RD Issue Date 09/10/2003 NORDLAND, 98358 APPLICANT: ROSS W DEHLINGER PHONE: (360) 732-7314 20 MOEN RD NORDLAND WA 98358-9628 SUBDIVISION: MORROW-OLIVA SHORT PLAT Block: Lot: PARCEL NUMBER: 921094031 Section: 9 Township: 29 N Range: 01 E CONTRACTOR: HOPE ROOFING PHONE: (360)385-5653 PO BOX 1199 PORT TONWNSEND WA 98368 Contractor's License: HOPER**043N7 Expires: 02/16/2005 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: ADDITION TO SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: [ ] SETBACKS: j5k T/z4/u3 [ ] UFFER: /0406 [ ] Footing: x Q/s/et /�q [ ] Foundation: Gk l�///t [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: /2k ¢l�/G3 ica0044.645 ( 1 Plumbing: ()V / ,�/.. [ ] Propane Tank/Lines: [ ] Insulation: e,l( /2--U . 3 L�7 ( 1 Sheetrock: /.z ,O/ r . / [ ] Septic Sytem Final Approval: 1 Zoning Final Approval: [ ] Final/Occupancy Approval G 3 J ier� HEAL DEP TME'NT 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 CASE # BLD03-00416 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 7/23/03 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: Seismic Hazard Area, Aquifer Recharge Area, and High Risk 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 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.) 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 MEASURE HIGH 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 existing well will be utilized as the source of potable water on the property. The well has been connected and used prior to the adoption of the Seawater Intrusion Protection Zone provisions. 11.) Seismic Hazard is located on the subject property. However, the location for the proposed addition to the single family dwelling is located 175-feet away from the mapped hazard area and additional conditions do not apply. 12.) The applicant is proposing to create or add 1,082-square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to the Construction Stormwater Prevention Plan. 13.) 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. 14.) The site plan as submitted with the building application on 7/03/03 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 7/23/03 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 15.) This approval is for a addition to a single family dwelling 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. 16.) Maximum lot coverage is not to exceed 25%. Lot coverage is calculated by the amount of impervious surface which includes roof tops, concrete, asphalt, etc. •17.) The building height is not 9exceed 35 feet. 18.) East Marrowstone and Moen Road require a minimum 20-foot lot line setback from the lot line to the proposed development. The remaining eastern and southern boundary require a minimum 5-foot setback. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 0 BUILDING PERMIT APPLICATION MRLA03 0 Type:0376 evieJefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00416 Received Date: 7/3/2003 SITE ADDRESS: 20 MOEN RD NORDLAND, 98358 OWNER: ROSS W DEHLINGER PHONE: 20 MOEN RD NORDLAND WA 983589628 SUBDIVISION: MORROW-OLIVA SHORT PLAT Block: Lot: PARCEL NUMBER: 921094031 Section: 9 Township: 29 N Range: 01 E CONTRACTOR: HOPE ROOFING PHONE: (360)385-5653 PO BOX 1199 PORT TONWNSEND WA 98368 Contractor's License HOPER**043N7 Expires 2/16/2005 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr ADDITION TO SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 786 VALUATION 63,500.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: 120 SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: 1 Exist: 1 Wetland Erosion Prop: 1 Prop: 1 Seismic Streams Total: 2 Total: 2 Flood Way Floodplain Routing Date: , F&W Landslide Shoreline Aquifer Forest: Commercial A Drir is Type Amount Paid B : Date: Receipt: A roved/D�f� Yp v p pp Permit $741.75 MJA 07/03/03 58054 SEP 1 0 2003 Plan Check $482.14 MJA 07/03/03 58054 State Building Code $4.50 MJA 07/03/03 58054 Jefferson County Planning & Building Department Potable Water Application $51.00 MJA 07/03/03 58054 Total: $1,279.39 iikkW\T 110,,,, ci co Jefferson Co 1 ;i i artment of Community Development 621 Sheridan Street,Port Townsend WA 88368(3601378-4450 t yy , 0 �- perm,t App_ °cal,°�S ��o O 0 on rIN Project Description: Building Type: Project Type: Frame Type: "rFSingle Family ❑ New Wood ❑ Garage Attached/Detached `1 Addition ❑ Steel ❑ Modnlar ❑ Alteration/Remodel ❑ Concrete . ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: Industrial Other: 4t..,.../i Zl7vC., Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: I Existing: ❑ Sewer ❑ Community System Electricity ❑ Oil Proposed: I Proposed: Individual System ❑ Woodstove ❑ Propane Total: 2. Total: f 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: / _� ; ANA; OcQett- I or Office Use Only Main Floor p �+ 513,®' Consistency Review 47.00 2ND Floor Base fee 741-IS' 3rd Floor Plan Check fee—65% 4Z2. 14 Htd Basement _ State Surcharge fee t+.SD Unht /�o =:��„� `(,� Subtotal `2T 5`3q I. QQ Garage/Carport �U Pot Water Review fee ,©CO Decks • 911/Rd Approach fee93 Commercial TOTAL t 357. 39 Industrial Receipt# 52)0 Other r, Cash/Check# (T7:7 Total Valuation: -' , Initials Or Date 7( 3, Estimated Cost: 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 provide access and 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 entry to the applicant's property or structure shall be requested and shall occur during regular business hours.' Signature: � ��� Date• .t"f,2e 9 63 OV = P' H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 �!