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Home My WebLink AboutBLD2002-00154 • BUILDING PERMIT APPLICCION MReview Type:LA02 001144 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00154 Received Date: 3/25/2002 SITE ADDRESS: 143 EAGLE CREEK RD SEQUIM, 98382 OWNER: KENNETH L HILLS PHONE: (360)432-8505 1740 E HARSTINE ISLAND RD SHELTON WA 98584 SUBDIVISION: Block: Lot: T 19 PARCEL NUMBER: 002283019 Section: 28 Township: 30 N Range: 02 W CONTRACTOR: OWNER PHONE: REPRESENTATIVE(S): PROJECT DESCRIPTION GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 12,000.00 ADD'L: HEAT TYPE: CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 1,080 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: F&W Landslide /c�S/�dpZ Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: (—A- Eft— pproved/Date `° Permit $209.25 MAM 03/25/02 46272 APVIVtD KCAI t Plan Check $62.78 MAM 03/25/02 46272 State Building Code $4.50 MAM 03/25/02 46272 APR U 2 ZOOZ Total: $276.53 '~ • III " DEPT.OF COMMUNITY DEVELOPMENT SIGNATURE: , Jefferson Co Department of Community Development ��soly �8 1 Sheridan Stree , ort Townsend WA 88368[360]318-4450 "--r,--e7--- . li ' i Ak.i ''• '' - Apia lioccii,ocia cco ��HING _____„, L._ I-I - k.,__9{n JEFFtt,,un .JuN lY Project Description: OEPT. OF COMMUNITY DEVELOPMENT Building Type: Project Type: Frame Type: ❑ Single Family k New JI Wood VGarage Attached/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 ❑ Alternative ❑ Other Permit# SEP Water Supply: ❑ Private well 0 Two Party Well❑ Public:Name of water system: Square Footage: Q� For Office Use Only Main Floor /0I 0 e Consistency Review 39.00 2ND Floor Base fee aC?9. 3rd Floor Plan Check fee '2 c ' �7 Htd Basement State Surcharge fee 7' SD Unhtd Basement Subtotal 3 / S ' S :: Garage/Carport Pot Water Review fee Decks 911/Rd Approach fee C ..St' Commercial TOTAL _: S.--( ' S :TS l! Industrial Receipt# (0 Q EPA Other Cash/Check# c 1 Total Valuation: ..- _.._.""" Initials A 11,4/ ��Or Date ' L --Estimated ost: / '' / ®L) in 'olhoreline, 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: % ,, «e-- Date: 3 /?".0--- OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD02-00154 Received Date 03/25/2002 SITE ADDRESS: 143 EAGLE CREEK RD Issue Date 04/2/2002 SEQUIM, 98382 APPLICANT: KENNETH L HILLS PHONE: (360)432-8505 1740 E HARSTINE ISLAND RD SHELTON WA 98584 SUBDIVISION: Block: Lot: T 19 PARCEL NUMBER: 002283019 Section: 28 Township: 30 N Range: 02 W CONTRACTOR: OWNER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION GARAGE REQUIRED INSPECTIONS: [ ] SETBACKS / Footings: [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Septic System Final Approval: [ ] Zoning Final Approval: [ ] Final/Occupancy Approval: _,e 61 jQ5 HEALT DEPA MENT 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 i • • SPECIAL CONDITIONS FOR CASE BLD02-00154 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 3/25/02 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: Wetlands and Susceptible Aquifer Recharge Area. 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 (see attached). 5.) The project components are more than 250' from the mapped/identified wetland. The requirement for a wetland delineation and report is waived based on maintenance of a 225' buffer from the wetland per UDC Table 3-3. 6.) The project is located in close proximity to an identified wetland and is subject to the delineation provisions of Section 3.6.9 of the Jefferson County Unified Development Code. Based upon the proposed location of the project in relation to the identified wetland, the applicant has agreed to maintain a buffer(setback) that exceeds the standard buffer requirements by fifty (50) percent. The applicant acknowledges the additional setback and agrees to maintain the extra 50 percent buffer, therefore, waiving the wetland delineation requirements of the Unified Development Code. 7.) 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." 8.) 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. 9.) Additional applications shall be subject to Section 3 of the Unified Development Code. Future proposals may be required to submit a Wetland Delineation Report. 10.) The applicant is proposing to create or add 4,400 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 Sediment and Erosion Control Plan. 11.) A Small Parcel Sediment 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. 12.) The site plan as submitted with the building application on 3/25/02 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 4/1/02 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 13.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined by the amount of impervious surface which includes roof tops, driveways, concrete, etc. 14.) Eagle Creek Road is classified as a private road and thus requires a minimum 20-foot front yard setback. The side and rear setbacks require a minimum 5-feet. Setbacks are measured from the lot line to the proposed development. Additional setbacks may apply per environmentally sensitive areas. 15.) The building height is not to exceed 35 feet. • i:\F_BLD_Permit_Buildng.rpt 10/29/19 •""11001111114 _....._„ \.............. iiii_. r...... . - i \ '` 41b _.............._ 1 , , r — I ...., ..„, ,..., ,-.... .,....x., L„3 \Nti ) el/ ' ,^T ---„,-,, r— ril ---, ,1/4) ii 1/1 , \ „. .... or ,..- r -v X.1 \ . .. , . ,---"' , C) \ r (.1: \ ‘, - 0 - ,1'' 1 \ . 'l'' c-- .... c,) / -'• x i i 47 3: tit r. Ci Ai° R 1 „. ...., -, , ,] „ _ , 'AAP co r>, ' 1 .. .... /1 = --.J m li- "- ,1 r• '`--,. 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