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HomeMy WebLinkAboutBLD2002-00199 • BUI • LDING • 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#: BLD02-00199 Received Date 04/11/2002 SITE ADDRESS: 709 LINDSAY HILL RD Issue Date 05/9/2002 QUILCENE, 98376 APPLICANT: WAYNE G SISCOE PHONE: (425)227-0993 PEGGY J SISCOE 1403 N 37TH ST RENTON WA 98056-1563 SUBDIVISION: QUILCREST VIEW TRACTS Block: Lot: B PARCEL NUMBER: 701195012 Section: 19 Township: 27 N Range: 01 W CONTRACTOR: SEAHOME SERVICES, INC PHONE: (360)765-3749 7425 THORNDYKE RD QUILCENE WA 98376 Contractor's License: SEAHOSI077KS Expires: 11/17/2003 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION HEATED GARAGE W/BATHROOM REQUIRED INSPECTIONS: [ ] SETBACKS / Footings: [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: 0 ®C/f9/07 [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Septic System Final Approval: [ ] Zoning Final Approval: (WA [-I Final/Occupancy Approval:,-"�, - ( •--e`) HEALTH DEPARTMENTIAPPROVAL 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 BLD02-00199 1.) The application was reviewed by the Jefferson County Department of Community Development staff on April 15, 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: Susceptible Aquifer Recharge, Type II Landslide Hazard, Type 5 stream. 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.) 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. 5.) A Type 5 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 50-feet. The setck shall and Wildlife be meast Areas W sured horizontally from the Ordinary High Water Mark (OHM). Fish shall also have Buffers and Building Setbacks established. 6.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 7.) 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. 8.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 9.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 10.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 11.) 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. 12.) 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. 13.) The identified Fish and Wildlife Habitat Area (Type 5 Stream), shall maintain a vegetative buffer setback of 50-feet. The setback shall be measured horizontally from the Ordinary High Water Mark(OHWM) to the heated garage with bathroom. 14.) An additional setback of five (5)feet is required from the edge of the buffer area to the proposed heated garage with bathroom. 15.) A permanent physical separation along the boundary of the 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. • 16.) 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 be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 17.) 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. 18.) 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). 19.) Maximum lot coverage is not to exceed 25%. 20.) Minimum setback from the easement at the eastern property line is 20 feet. The minimum setback from the easement at the northwest corner of the property is 20 feet. The side and rear setbacks are 5 feet. Environmentally Sensitive Areas impose additional setbacks. 21.) The building height is not to exceed 35 feet. 22.) The parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Land Use Maps effective August 28, 1998. 23.) Lindsey Hill Rd (C3300109) is a county local access road. The road approach is existing. 24.) This parcel was created through the Quilcrest View Tracts subdivision recorded under surveys,Vol 10, P 163. 25.) A septic permit(SEP91-00444)was finaled on July 29, 1994 for a three bedroom system. 26.) The revised site plan as submitted with the building application on April 18, 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 April 22, 2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 27.) This approval is for a heated garage with bathroom 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. i:W_BLD_Permit Buildng.rpt 10/29/19 t MLA02-00�83 4113UILDING PERMIT APPLICALN Review Type:I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00199 Received Date: 4/11/2002 SITE ADDRESS: 709 LINDSAY HILL RD QUILCENE, 98376 OWNER: WAYNE G SISCOE PHONE: (425)227-0993 PEGGY J SISCOE 1403 N 37TH ST RENTON WA 98056-1563 SUBDIVISION: QUILCREST VIEW TRACTS Block: Lot: B PARCEL NUMBER: 701195012 Section: 19 Township: 27 N Range: 01 W CONTRACTOR: SEAHOME SERVICES, INC PHONE: (360)765-3749 7425 THORNDYKE RD QUILCENE WA 98376 Contractor's License SEAHOSI077KS Expires 11/17/2003 REPRESENTATIVE(S): PROJECT DESCRIPTIOP HEATED GARAGE W/ BATHROOM TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 62,799.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 962 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: 1 Seismic Streams Total: Total: 1 Flood Way Floodplain Routing Date: i.NF&W Landslide -� Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $734.75 MAM 04/11/02 46439 /® �� Plan Check $220.43 MAM 04/11/02 46439 ¢� State Building Code $4.50 MAM 04/11/02 46439 MAY 0 9 Potable Water Application $30.00 MAM 04/11/02 46439 2002 Total: $989.68 Jefferson County Planninr� & Building Department �_ -T ,u, • F ri. F. n ' JeUferson Coont rtment of Co mity Development " ' , Sheridan Street,Port Tow�eml WA 88368[3601370-4450 li' At pew \`4.‘tie L AnJopi.?CalDOn JEFFtnwit .JuN iY DEPT. OF COMMUNITY DEVELOPMENT Project Description: Building Type: Project Type: Frame Type: ❑Single Family El New 0 Wood El Garage AttachedAetached) ❑Addition 0 Steel ❑Modular 0 Alteration/Remodel El Concrete 0 Commercial ❑Repair ❑Masonry O Multi-family/#of Units ❑Demolition 0 Other: 0 Industrial ❑Other. Bathrooms: ' Bedrooms: Type of Sewage Disposal: Type of Heat: e0e_takt.rJ Choose one: vn1hst,..k-E Existing: 0 Existing. 0 QSewer 0 Community System El Electricity 0 Oil Proposed: 1 Proposed: 0 JIndividual System 0 Woodstove ❑Propane Total: 1 Total: 0 If not sewer,fill out the following: 0 Heat Pump ®Conventional ®Alternative ❑Other Permit# SEP 91-444 Water Supply: OPrivate well 0 Two Patty Well❑Public:Name of water system: Square Footage: For Office Use Only Main Floor Consistency Review 39.00 2ND Floor Base fee Li, 3rd Floor Plan Check fee Q el,q 3 Htd Basement State Surcharge fee / 41, SLR Unhtd Basement = %�P (} S total % e, 6,g Garage/Carport 962 2 9 9' Pot Water Review fee JS 0► CA Decks 911/Rd Approach fee e)CI sioifit 9/- ( Commercial TOTAL / 0 o L .' b 0 Industrial Receipt# Li lL `1 3 9 Other Cash/Check# 41-1, Total Valuation: Initials Al Or Date 4/11 f 02- Estimated Cost: 14' K., If within 200'of the Shoreline, Distance to Bank or Ordinary High Water Mark NA 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 gaming 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: /)/!4 .'`. '. •' ��p/p i =.._.,l , mate. .._ OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpemvtApplication 1- ,• I I I t APR 1 1 2002 i.r JEri Lt,J,Jil .LJUN IY DEPT. OF COMMUNITY DEVELOPMENT • • (The4: -N-1)**4324,,,N,4, , Jofforson County Penult Center * Dimartmimt of Community Development 621 Sheridm Street,Port Townsend WA 68368(3601376-4450 1 I I, Old --, U �. O©t0 1 .1 Li �, APR 1 1 2002 Fill in the following blanks as completely as possible: .,E r J u y,Y"` Project Description: C0 ` vcA- c, 100-a_c,e ions x QtUrnbi109(as (*.cue' © con:,St-v,vc,-l-tfl) 0-V a. s;ag1' m;ly resk (k,3ce)• ,..... ..i 9 Digit Parcel Identification Number(from your tax statement)): `iG1Ig5- o1a_ Site Address I 911#: i c c%1 Road Name: L,N\Sam) A-I I I 1L‘ Zip Code: g 3 1 Legal Description Subdivision Name: Q V;' ores-1- \f ei,,? 1 ra_c s Block: Lot(s): Poi'ce\ ?j Section: 1 cl Township: an . Range: i 0 Parcel Size(acres or square footage): 5. I} c c red --ets9/0l02-- Property Owner: Phone: ki3cvkt3e G, Qad P-ei)11 c�. SAscoe ek-as) ela-l—Cc63 Mailing Address: 14°3 0 8'14` R el3 10, FDA q a Sto —1 S63 Applicant/Occupant: Phone: (if different from owner) Mailing Address: Authorized Rep: Phone: Mailing Address: General Contractor: Or Manufactured Home Installer. G i ec �a,�rpt.; (Stck11"0�.\l Phone: (3UO') I c-,�-1 4--ci Mailing Address: J I1l+aS T1'\oV3 \Ke e-6 C7v,\cEt3e w� gF,31(� Contractor's State License Number: ' Expiration Date: SER IFOS 'V O 1 KS 1\/ie 1 l / 2,tc,o CR Septic Designer: Phone: Mailing Address: 1 al'13 rr_k�ci�� \-_c�_5c, Gii\ct�e , �� i� 3�1� Architect:/Engineer. p \ �t� ��`,,5�--�mS Phone:�5t'�O� a�'1S-1O�� fem�e� J Mailing Address: a _ _ LktobC 90 ve �. e v' f1 �111 4 Loan Lender/General Phone: Contractor's Bond Holder ( u'\ 0 S.Co. V)3al.1 4 3 O(0S Mailing Address: FOR OFrICE USE ONLY Fire Distract: Planning Area: School District ( ' Zone: 1..... 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