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Home My WebLink AboutBLD2002-00630 0 0 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD02-00630 Received Date 10/23/2002 SITE ADDRESS: 1173 GRIFFITH POINT RD Issue Date 11/8/2002 NORDLAND, 98358 APPLICANT: JOHN N HICKMAN PHONE: (360)853-7291 MARIAN LESAN JTWRS 9482 THUNDERBIRD CONCRETE WA 98237 SUBDIVISION: Block: Lot: T 47 PARCEL NUMBER: 021321023 Section: 32 Township: 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION GARAGE I SHOP REQUIRED INSPECTIONS: [ ] SETBACKS/ Footings: [ ] Foundation: , 67741 Cdea 42. Ok 44/3 Afri [ ] Underground Plumbing/Underground Insulation: [ ] Shear Walla: (--F/;2- e/ 176 [ ] Framing/Plumbing: riumING 4/14/04-# [ ] Propane Tank/Lines: [ ] Insulation: 06A cf. [ ] Sheetroc : 6 k [ ] Septic System Final Approval: [ ] Zoning Final Approval: N. I Pt [ ] Final/Occupancy Approval: o -top-HEALTH DEPARTMENT APjb OVAL 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 • SPECIAL CONDITIONS FOR CASE BLD02-00630 1.) The application was reviewed by the Jefferson County Department of Community Development staff on May 13, 2002 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, Fish &Wildlife, Special Aquifer Protection Area, Sole Source Aquifer Recharge Area, and Seawater Intrusion Portection Zone. 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.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, and within 500 feet of any marine shoreline shall be required to infiltrate all stormwater runoff, to the maximum extent practicable, onsite. 7.) The applicant is proposing to create or add 2,423 square feet of impervious surface and 1,600 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Small Parcel Erosion and Sediment Control Plan. 8.) A Small Parcel Erosion and Sediment 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. 9.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Maps effective August 28, 1998. 10.) Minimum setback from Griffith Point Rd is 20 feet. Minimum side setbacks are 5 feet. Minimum setback from the top of the shoreline bluff is 30 feet or 5 feet from the propoerty line, whichever is greater. 11.) A minimum of two (2) on-site parking spaces will be required for the single family residence. 12.) The building height is not to exceed 35 feet. 13.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes rooftops, driveways, concrete, etc. 14.) A survey Griffith Point Estates was recorded October 5, 1989 under AFN 325108, Vol 10 pg 162 of Surveys. _ ,I 15.) A septic permit(SEP96-00205)was finaled on September 23, 1999 for a two (2) bedroom system. 16.) This site is served by an individual well identified as#ACJ754. A well log dated May 9, 2002 and water bacteriological analysis dated May 10, 2002 were completed for the well. Based on documentation provided and finding#6 of the approved SPAAD (MLA02-00265/ZONO2-00064), it was the Administrator's determination that the well is adequate for potable water. 17.) Griffith Point Rd (C592009) is a county local access road. A road approach permit (RAP02-00121) was issued June 17, 2002, and an address of 1173 Griffith Point Rd has been assigned to the parcel. 18.) A Site Plan Approval Advance Determination (SPAAD)was approved June 10, 2002 under case MLA02-00265/ZONO2-00064. The site plan as submitted November 7, 2002 matches that of the approved SPAAD. 19.) A landscaping plan using all native vegetation and/or low water use plants was submitted November 7, 2002. 20.) The revised site plan as submitted with the building application on October 21, 2002 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 November 7, 2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 21.) This approval is for a single family residence and detached garage/shop 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. is\F_BLD_Permit_Buildng.rpt 10/29/19 1 0UILDING PERMIT APPLICADN ML Review Ty 551 Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00630 Received Date: 10/23/2002 SITE ADDRESS: 1173 GRIFFITH POINT RD NORDLAND, 98358 OWNER: JOHN N HICKMAN PHONE: (360)853-7291 MARIAN LESAN JTWRS 9482 THUNDERBIRD CONCRETE WA 98237 SUBDIVISION: Block: Lot: T 47 PARCEL NUMBER: 021321023 Section: 32 Township: 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION GARAGE / SHOP TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION '3&00142. `t i ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 1,824 SHORELINE: CONST TYPE: DECK: SETBACK: 21 BANK HEIGHT: 26 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 /(1 "? Fe/� Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $573.05 MAM 10/23/02 51302 APPROVED Plan Check $372.48 MAM 10/23/02 51302 State Building Code $4.50 MAM 10/23/02 51302 NOV 8 2002 Total: $950.03 Jefferson County Planning fi & Building Departm nt /4"iii ri/'1,' �/f 64 Jefferson Coureloartment of Community DevMopment e °I °° 621 Sim owns Simian Street,Part Tend WA 08368[380]378-4450 a`t ?-' 0 P,...rmocil73 A ---, , PP_ 0 cQfiD 0 0 n .0 2- I .. . Project Description: Building Type: Project Type: Frame Type: ❑ Single Family New X Wood X' Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Dispos 1: Type of Heat: Choose one: 1\Im Existing: C) Existing: 6 ❑ Sewer ❑ Commu System ❑ Electricity ❑ Oil Proposed: 0 Proposed: 0 ❑ Individual System ❑ Woodstove ❑ Propane Total: 0 Total: 0 If not sewer,fill out the following: ❑ Heat Pump El Conventional ❑ Alternative t Other lit % e Permit# SEP Water Supply: 1 ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor Consistency Review "-- 2ND Floor Base fee Sj73.C c 3rd Floor Plan Check fee—655% 372-4-g Htd Basement State Surcharge fee `f•cD Unhtd Basement Subtotal 6 .O 3 Garage/Carport I g 2 4- S F t q Pot Water Review fee Decks \.' 911/Rd Approach fee Commercial TOTAL 63 Industrial Receipt# 5 I '3°2_ Other Cash/Check# 3C) ? 2-. Total Valuation: I Initials Pa-ta Or Date (0/2-3/pZ Estimated Cost: 3 000 If within 200' of the Shoreline, 1 a,1, 5 ' f.oM i Distance to Bank or Ordinary High Water Mark RP—AK Pi L ft. Bank Height (2 , Jr 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 attomey'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 ht of entry to - on 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 t e apphca 's prope e shall be requested and shall occur during regular business hours. Signature: l -...) Date: O -23 — ZOO Z. OVER_ H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpernutApplication 11-8-01 —' i., .„. ............................................................ . ............ ...... riEog C!' 0, �C7 I-- 1V55 467E 9 _-- -- '►�` i° HE ord Acrk Q 1 1t d 1 g z 03 I 1 N � 1 m 1� -s m d W M # 43 m '�AcD O I m Fri 2 �r 4 ' 1 Ncn „„.,1,,........ / 0. I �r l 11 _ _ Q 1 II t 1 <<42) 9111111 tfirj„I C"i ` . �) 1 ›- T hi I qo ! I;, ' 1 m = m 9 ``� F '� �I • co i ",„,, ti .- C). " 'J o o N49 I8'43I o a z 79.41' c,� m GRIFFITHS POINT _ 2D> ROAD 2 02 O5j JEFFERSON COU G3 L Ln CAI WINDOW SCHEDULE SYMBOL WIDTH HEIGHT TYPE O 60" 80" SLIDING DOOR la QO** 60" HORIZONTAL SLIDER ROUND T 19 60" HORIZONTAL SLIDER- NOTES: 1 STAIRS: 36" MINIMUM WIDTH 8" MAXIMUM RISE 9" MINIMUM RUN 2 SEE A OR STAIR DETAILS 3 ALL HEADERS TO BE 12 D #2 THIS STRUCTURE TO BE UNHEATED STORAGE O 0 GI --- ----- PARKING #1 0 3' 0 G3 ==-'(Dozo BOILER/PUMP G3 o STORAGE O O - 6' 5- Y (D PARKING #2 ❑ Iz"xri�X�� ❑` -- ❑ �fyvrc�c) ❑ 10' 0"�11� 13' 0 36' 0" GARAGE GROUND LEVEL_ FLOOR AREA = 966 SF 0 G3 DOOR SCHEDULE SYMBOL WIDTH HEIGHT TYPE O 36" 80" METAL EXTERIOR INSULATED O 36" 80" WOOD INTERIOR HOLLOW CORE 70 1 60" 84" WOOD ROLLUP GARAGE DOOR ® 84" WOOD ROLLUP GARAGE DOOR G3 I Ig M G3 GI L_ 14' 7 WORKSHOP m 90 • G3 19 .1 /4x12 DF #2 BEAM t2x6 DF JOISTS 16- OC 3� DECK (O I CN& F 13' 0" 4 WORKSHOP 1�4x12 DF #2 HEADER G2 ---------------------------------------------------------------- '----------- -------------- ---------------------------------= GARAGE SECOND LEVEL_ FLOOR AREA = 856 SF G3 G1 ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24, 1997 UBC AS AMENDED BY WASHINGTON STATE BUILDING CODE COUNCIL PERMIT # BID 02-063 0 3uvgso% COUNiY BCD W < U z U o 0 U C� o ,-, N Lijo LLJ N LL z W N O OLj W�u � z� cn LL U Z Lu U 0 �' 0 LL N O W N C '� O A8 ADJACENT PROPERTY 10' SEPTIC MOUND SETBACK _= PARCEL #02 321 024 28' SINGLE FAM LY RESIDENCE S31 44.19..E 243 23 = _ = PROPERTY LINE I= -- - - - - - - - ---------- 100' SETBACK FROM ORDINARY HIGH WATER - -- ------ - — I TOP OF VERTICAL BANK - HEIGHT OF BANK 26.5'— `--- I AT MIDPOINT OF SITE-------------- Ll, I = E 23. 0.. i 100 PERCENT REPAIR AREA IT z IEXISTINGOwl i PERMIT #SEP96-0205 RESIDENCE I I EXISTING DISTRIBUTION BED = 15* EXISTING PRIMARY MOUND _ o o LEGAL DESCR PT ON LOT E. TRACK 44 GR FF THS ESTATES SECTION 32, TOWNSHIP 30N• RANGE JEFFERSON COUNTY, WASH NGTON DRAWN BY: JOHN HICKMAN 9482 THUNDERBIRD LANE CONCRETE, WASH NGTON 98237 360-853-729 000 GAL EXISTING PUMP CHAMBER 1000 GAL EXISTING SEPTIC TANK 01 EAST SETBACK S35 55'53"E ----- 251.93, / ADJACENT PROPERTY PARCEL #02 32 022 SINGLE FAMILY RESIDENCE DATE. L 2002 SIDE SETBACK UILDABLE AREA BOUNDARY HICKMAN LFSAN RESIDENCE 117 3 GRIFFITHS POINT ROAD TAX PARCEL #021-321-023 SCALE. 1" 10' 1 EXISTING DITCH CAL 1 z 0 0 �< Z'0 LL 1 LL PERMIT # 010 02-063R':. JEFFERSON colipuy v