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HomeMy WebLinkAboutBLD2003-00054 BUILDING PERMIT Jefferson Cou Dpmmnit 621 Sheridannty Streeteart, Portent of TownsendComu , W y ADevelopment 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00054 Received Date 01/28/2003 SITE ADDRESS: 8324 FLAGLER RD Issue Date 02/21/2003 NORDLAND, 98358 APPLICANT: VICTOR R GRABNER PHONE: (360)379-3909 DIANE M THIERRY PO BOX 1566 PORT HADLOCK WA 98339-1566 SUBDIVISION: JEANETTE E CLARK SHORT PLAT 2. Block: Lot: 1 PARCEL NUMBER: 953700434 Section: 29 Township: 30 N Range: 01 E CONTRACTOR: LD RICHERT CONSTRUCTION PHONE: (360)379-5222 PO BOX 127 PORT TOWNSEND WA 98368 Contractor's License: LDRICC*066L0 Expires: 05/29/2003 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION DETACHED STORAGE BUILDING (use will begin as barn and then to personal storage). REQUIRED INSPECTIONS: [ ] SETBACKS ootings: RY Foundation: °�tj-'� `�Q [ ] Undergrou Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: O k 0163* [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Septic System Final Approval: [ ] Zoning Final Approval: [ ] Final/Occupancy Approval: OK 4'r o q�241e �- HEALTH DEPARTMENDAPPROVAL RE 41 IRED 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. •UILDING PERMIT APPLICAO )N MRAOW 000 40 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 SITEPADDRESS: '�+ FLAGLER, BD03- 054 Received Date: 1/28/2003 D NORDLAND, 98358 OWNER: VICTOR R GRABNER PHONE: (360)379-3909 DIANE M THIERRY PO BOX 1566 PORT HADLOCK WA 98339-1566 SUBDIVISION: JEANETTE E CLARK SHORT PLAT 2. Block: Lot: 1 PARCEL NUMBER: 953700434 Section: 29 Township: 30 N Range: 01 E CONTRACTOR: LD RICHERT CONSTRUCTION PHONE: (360)379-5222 PO BOX 127 PORT TOWNSEND WA 98368 Contractor's License LDRICC*066L0 Expires 5/29/2003 REPRESENTATIVE: L D RICHERT PHONE: (360)301-0543 PO BOX 127 PORT TOWNSEND WA 98368 PROJECT DESCRIPTION BARN TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,872 VALUATION 50,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 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: n(� F&W Landslide I O�q_orb �p AQ.._,, Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Ap rolllCtV E D Permit $643.75 MAM 01/28/03 54929 Plan Check $418.44 MAM 01/28/03 54929 FEB 2 12003 State Building Code $4.50 MAM 01/28/03 54929 Jefferson County Planning Total: $1,066.69 & Building Department 1 )11 � oN © Jotlorson Count artment of Community Development 621 Sheridan' �m Street,Port Towud WA 88368[3601378-4450 ti nc `y ^ o 0ar,irf, O COT 0 0(�Project Description: Building Type: Project Type: Frame Type: ❑ Single FamilylewWood `Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry • Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial Other: '`'v41P&Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: /�Q�, /( Existing: �`' Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: ❑ Individual System ❑ Woodstove ❑ Propane Total: Total: Ifnotsewerfillout the following: ❑ Heat Pump'/❑ Conventional ❑ Alternative ❑ Other /"D,UPermit# SEP /\/ 27V 1 Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor Consistency Review4�].OQ 2ND Floor Base fee (pL13. 75 3rd FloorPlan Check fee—65% y 1E. LI LIHtd Basement State Surcharge fee fUnhtd Basement 3 D�/, Subtotal I I l 3• Ip / Garage/Carport 0 1 LI 12 Pot Water Review fee Decks 911/Rd Approach fee /L •• CICommercial TOTAL /2- S , G�Industrial Receipt# - `� /2Other Cash/Check# 7S y2- Total Valuation: / � Initials OrDate (.�(1Estimated st: If within 0' of the Shoreline;- Distance to Bank or Ordinary High Water Mark f 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 acces and right of o Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of en to the applicant's rope or structure shall be requested and shall occur during regular business hours. Signature: �• Date: /o 4' 7� _ o 'F II:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 SPECIAL CONDITIONS FOR 11SE BLD03-00054 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on February 21, 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: conservancy shoreline designation; landslide 3 (adjacent to shoreline); seismic(adjacent to shoreline); SUSC & SAPA& SOLESRC aquifer recharge; At Risk 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.) 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. 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 an At Risk 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. An At Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses between 100 mg/L and 200 mg/L (milligrams per liter). 8.) 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. 9.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 10.) 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. 11.) To help prevent seawater frOintruding 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. 12.) 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 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. 13.) 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. 14.) MANDATORY MEASURES FOR AN AT 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. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 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. 15.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 16.) 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. 17.) 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). 18.) The site plan as submitted with the building permit application on January 28, 2003 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 February 21, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 19.) This approval is for a detached storage building 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. 20.) The building height shall not exceed 35 feet. 21.) The proposed structure is located on the east side of Flagler Road. Minimum setback from Flagler Road right-of-way shall be 30 feet. Minimum side and rear setback shall be 5 feet. 22.) Maximum lot coverage shall not to exceed 25%. 23.) The parcel has been designs' 'd as RR 1:5 under the Jefferson County Ciprehensive Land Use Map effective August 28, 1998. 24.) The parcel was created through the Jeanette E. Clark short plat on August 9, 1982 under AFN 279586. 25.) The parcel has access via Flagler Road per permit no. 82-6-9-3. An address of 8324 Flagler Road has been assigned to the detached storage building. i:\F_BLD_Permit_Buildng.rpt 10/29/19 +or ,41 an r *....,_ (4 --...7,- 14 Z O ,.. = w i s 0 a .,yi N •v Z Z Nr C7 to M S M Z CO LLB +f— 01 LU W Zt O 00 0 H H .4 WCC V. 4 r >"' -Cr)- J M Z _ I .^ I I v ' I I aW 0 m U 1 O i C4 I W I 1 aN 0 I 1 1:-,) S. M S Ct • Q C ® LCD H FLAGLER ROAD o WI cy, i 6„x �m T>r—Q J i C-? r° 00 #� #tip �,... 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