Loading...
HomeMy WebLinkAboutBLD2002-00226 • BUILDING PERMI T Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT#: BLD02-00226 Received Date 04/19/2002 SITE ADDRESS: 88 RIDGEVIEW DR Issue Date 05/10/2002 PORT TOWNSEND, 98368 APPLICANT: MICHAEL A CADY PHONE: (360)301-4827 LORRAINE CADY PO BOX 1499 PORT TOWNSEND WA 98368 SUBDIVISION: WOODLAND HILLS NO 1 Block: Lot: PARCEL NUMBER: 001275010 Section: 27 Township: 30 N Range: 01 W CONTRACTOR: LD RICHERT CONSTRUCTION PHONE: (360)379-5222 PO BOX 127 PORT TOWNSEND WA 98368 Contractor's License: LDRICC*066L0 Expires: 05/25/2002 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION STORAGE SHED REQUIRED INSPECTIONS: [ ] SETBACK` / Footings: [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [N.4-/ Framing/Plumbing: rv/co•v.o 7 -L3-o z [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Septic System Final Approval: [ ] Zoning Final Approval: [ ] Final/Occupancy Approval: ix/ G9,rd ., ,7.-a e- HEALTH D ARTM IT 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 SPECIAL CONDITIONS FOR CASE BLD02-00226 1.) The application was reviewed by the Jefferson County Department of Community Development staff on April 30, 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: Special Aquifer Protection 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.) The subject property is near an airport where a variety of airport dependent uses occur that are not compatible with development. Potential discomforts of inconveniences may include, but are not limited to: noise, aircraft take-offs and landings. 5.) This approval is for a storage shed 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. 6.) 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. 7.) 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. 8.) 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). 9.) Maximum lot coverage is not to exceed 25%. 10.) Minimum setbacks from the edge of the easements from Cottonwood Court and Ridgeview Drive are 20 feet. Minimum side setbacks are 5 feet. 11.) The building height is not to exceed 35 feet. 12.) Ridgeview Drive (C682409) is a county local access road. Access was reviewed under road approach case RAP02-00086. 13.) A septic permit(SEP02-00088)was approved May 3, 2002. (SEP90-00048 is now filed with this case.) 14.) The site plan as submitted with the building application on April 23, 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 May 7, 2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. i:\F_BLD_Permit_Buildng.rpt 10/29/19 4111uILDING PERMIT APPLICA r N MA0 Review 00211 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00226 `D Received Date: 4/19/2002 SITE ADDRESS: RIDGEVIEW DR PORT TOWNSEND, 98368 OWNER: MICHAEL A CADY PHONE: (360)301-4827 LORRAINE CADY PO BOX 1499 PORT TOWNSEND WA 98368 SUBDIVISION: WOODLAND HILLS NO 1 Block: Lot: PARCEL NUMBER: 001275010 Section: 27 Township: 30 N Range: 01 W CONTRACTOR: LD RICHERT CONSTRUCTION PHONE: (360)379-5222 PO BOX 127 PORT TOWNSEND WA 98368 Contractor's License LDRICC*066L0 Expires 5/25/2002 REPRESENTATIVE(S): L D RICHERT PO BOX 127 PORT TOWNSEND WA 98368 PROJECT DESCRIPTION STORAGE SHED TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,294 VALUATION 30,450.00 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: PUD 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 j J F&W Landslide `7 /043 / 0 Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: p • eate Permit $451.85 MAM 04/19/02 46464 O VVE D Plan Check $293.70 MAM 04/19/02 46464 MAY 1 0 2002 State Building Code $4.50 MAM 04/19/02 46464 Total: $750.05 Jefferson County Planning &Building Department iik/ 4 fi 9ii‘i tc Cr'G2 Y;-/ Ta (^") ,r7 n 7 fi n 1 j ' 9 �ti Sheridan Street,Pm1 Tevinsend WA 81318 i 31841458 (4. '''':::'e''''':' " .E E A QQo 0 Q\ . `_ FJC; f Project Description: , per 4e ivi/0//py r Building Type: ✓ Project Type: Frame Type: ❑Single Family Dii New Wood jia Garage Attached(Detached 0 Addition 0 Steel ❑Modular 0 Alteration/Remodel 0 Concrete ❑Commercial 0 Repair 0 Masonry ❑Multi-family/#of Units 0 Demolition 0 Other: ❑Industrial ❑Other. Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing. Existing © l Sewer D Community System (]Electricity 0 Oil Proposed: ( Proposed: 0 £Individual System ❑Woodstove EJ Propane Total: = Total: If not sewer,fill out the following: CI Heat Ptun � OConventional O Alternative 5n Other IV e an Permit# SEP Water Supply: / ©Private well O Two Party Well®Public:Name of water szstem: �l'+D. Square Footage: �/ 7` ��` For Office ffs ce Use Only Main Floor 1294 3 I LI cit�" " L/7 DO Consistercg IRevie�u 2ND Floor Base fee .s ( - S 4 3rd Floor —' Plan Check fee Z9 3 ' 7 C) Htd Basement State Surcharge fee j -.1 Unhtd Basement —" Subtotal I } I - 0 Garage/Carport —" Pot Water Review fee Decks 911/Rd Approach fee / 1 0-0 Commercial TOTAL q' '+ d. r, Industrial ~ Receipt# �7 Other Cash/Check# t, Total Valuation: Initials Or Date Estimated Cost: �h/ 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 attomey's fees and expenses which may in any way accrue against Jefferson County as a re of or in onsequence of the granting of this permit I further agree to provide acces d ' t f e Jefferso • and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to s o,s all be requested and shall occur during regular business hours. Signature: Date: Y�/ /0 Z 3 OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 • • Jefferson County Permit Center * Deportment of Connoity DevNo meet 71a$79,AH-7‘Nt 621 Simile('Street,Port Townoend WA 88318(3601370-4450 ---\ :...-..,-„, , --, ' .1 H .. , '...2-7) k,:t,.' ...P.I.-',,,,,,,7-44-'::1':-, .. un.vizirscip ,,,t .D? ap :].)i . - - -' . i; \II ,,,, 1 i APR 19 2002 '.L..:j.) Lt dill at &4�c44 44 e,Mc 44 ` r . -i 3,,"h. .Uuti iY P tNT _. unarywi., ,Project Dexption: �CC4 y �a iuyv//e//nj 9 Digit Parcel Identification Number(from your tax statement): OD/ 2 75- ©/O 1 r Site Address 911#: Road Name:Mdle ji t✓ be Zip Code: 78 3 6 S Legal Description ! � //// Subdivision Name: WOO/Ana ''7//!S /VA -4 Block Lot(s): Section:hr7l/nn1 .le 2 7 2,33 3q Township: 3 D N Range: 1W Parcel Size(acres or square footage): f;p Property Owner: 117/-hike/ 1.✓ (or'!. /';d7 Phone:,(� 0) 3o1- 9F27 Mailing Address: 0. Box /y991 ple, ten(send , w 9 r31v„ �J Applicant/Occupant: Phone: (if different from owner) ,s4Ae Mailing Address: Authorized Rep: G, • 12/e/47e f-- Phone: _.5,7, 0 , e5 Mailing Address: O- l j)( / ? // . ��..5' . General Contractor: Or Manufactured Home Installer. L/, A ��r eci Phone: 3G 6 379.5-1 vz. Mailing Address: BOX /2 7 1 /3E f l;l✓/j' f i Als/9 9 Pi,66) Contractor's State License Number: G p gicc,*646 G O Expiration Date: -A5/ z Septic Designer /e,��J r e� � Phone: /,45 3 ., . Mailing Address: f /,f/(0'l Cri. �� m/ - 4 4 Architect:/Engineer: y0,0- Phone: Mailing Address: Loan Lender/General � Phone: Contractor's Bond Holder: .- Mailing Address: __--- FOR OHHLC .1SE ONLY Fire District Area Schoof Distr _ ZOttORMEREggiffigiNgiffER 4/98 H:\home\pincntt\forms\universal plot plan • gat • < Le" • ..... 1 k \‘‘ 15\4) II Ube ti) 41) e " CO C%.1 4 "I C0 CC 1.4.1 1"" 0 —J 16' ' c• 0 -3 CA• 0 ' ito 10. Er" r:1,46 II .a 04 ik 1 \c:14 II / -I: 1 I 1 \ I 11; wiip •••• r. I ts3 03.0 %1) eac --9 c. g:4 -NIC.1. PITMI Z Al; <1.5 cs L (.1.4 >- 41c r4)7-/10 11. 1.) 0 0 6114116 ria "Za 41) e”ra • C! co (i) At 11) (41)°) CCI (2,5 4.1 Cfl.)' 011 \tloov COU((C S* 1111LMAI