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Home My WebLink AboutBLD2000-00696 rt 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 #: BLD00-00696 Received Date 10/19/2000 SITE ADDRESS: 1865 WEST UNCAS RD Issue Date 02/8/2001 PORT TOWNSEND, 98368 Expiration Date 02/8/2002 APPLICANT: JERRY LINDSEY PHONE: (360)385-1076 PO BOX 1471 PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: T 8 PARCEL NUMBER: 902253015 Section: 25 Township: 29 N Range: 02 W CONTRACTOR: OWNER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION ADDITION TO MANUFACTURED HOME REQUIRED INSPECTIONS: [..r Setbacks (Shoreline Setbacks):r -2 2 C.. (%-' [ ] Footings: O (< 2 0/ ` [=�]_----Ita ndation le �3a7®/ e [ ] Underground Plumbing/Underground Insulation: [ ] /Shear Wall: _ amin /Plumbin ,K T. d-D_.-n\rR\ 55e5 ]..>b�'T U2-g2 4cx 0r $'22--0/ [ l / 9 9 [ ] (Proane Tank/Lines: - -- [ ] Insulation: t! [-1- z' K r-D-?_..;e [t41 eetrock: 0--3p-• [ Final/Occ ancy Approval �C_ l /��C�s, `— HEALTH DEPARTMENT 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. Inspector's Phone Hours 8:00 a.m. - 9:00 a.m. HOT LINE AVAILABLE 24 HOURS A DAY is\F_BLD_Permit_Buildng.rpt 10/29/19 r Jefferson County Department'of Community Development /soiv co 621 Sheridan Street,Port Townsend WA 98368 (360) 379-4450 \ - �� r, Universal Plot Plan Fill in the following blanks as completely as possible : Project Description: .4dD , r-/oAi Tv GX. .s,NGLE - /4- w . y (,tpia gyp) .ate',-!E 9 Digit Parcel Identification Number (from your tax statement): 9 e z 2 .3 6 /..- Site Address 911#: /BGs Road Name: ou.eS7 tin/C•¢.s j Zip Code: 9 8 3 48 Legal Description Subdivision Name: ' '9-X •4-0 7- g Block: Lot(s): Section: .t , Township: 20 A/. Range: 2 IV. Parcel Size (acres or square footage): 5 /9 .4-ci'ES Property Owner: Phone: .�G o 3 8 5-• / 7�1v �/r.Q—..Y L� i iv,o .r6'Y l J Mailing Address: Applicant/Occupant: Phone: (if different from owner) Mailing Address: Authorized Rep: Phone: Mailing Address: General Contractor: Or Manufactured Home Installer: Phone: Mailing Address: Contractor's State License Number: Expiration Date: Septic Designer: ' Phone: Mailing Address: Architect:/Engineer: Phon ivv,,-i 'c-t" pe-'/�44/wo,c.Z! j3Go) .fBS=,3938 Mailing Address: .2303 ,c14-vo,uc,rr rr, , 7". i1 i/-e--4/0, 41/47 9 SI e to a Loan Lender/General Phone: Contractor's Bond Holder: Mailing Address: FOR OFFICE USE ONLY Fire District: Planning Area: ' School District: Zone: 1/C0 H:\home\pincntr\forms\universal plot plan BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00696 Received Date: 10/19/2000 SITE ADDRESS: 1865 WEST UNCAS RD PORT TOWNSEND, 98368 APPLICANT: JERRY LINDSEY PHONE: (360)385-1076 PO BOX 1471 PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: T 8 PARCEL NUMBER: 902253015 Section: 25 Township: 29 N Range: 02 W CONTRACTOR: OWNER PHONE: ARCHITECT/ AUMOCK DESIGNWORKS ENGINEER : 2303 HENDRICKS ST PORT TOWNSEND WA 98368 PROJECT DESCRIPTION: ADDITION TO MANUFACTURED HOME TYPE OF WORK MOB SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 1,088 VALUATION 60,220.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: 3 Exist: 2 Wetland Erosion Prop: 1 Prop: Seismic Streams Total: 4 Total: 2 Flood Way Flood Plane Routing Date: F&W Landslide 10120 too Shoreline Aquifer Forest: Cty ommercial Rural Type Amount Paid By: Date: �rRece 1pt Plat C d bons Permit $720.75 MAM 10/19/00 34677 APPROVED Plan Check $216.23 MAM 10/19/00 34677 State Building Code $4.50 MAM 10/19/00 34677 Total: $941.48 (I R 2001 JEFFERSON CO N DEPT. OF COM UNITY DEVEL PMENT SIGNATURE: tor _ is\FBLD_App_Bld.rpt 10/29/99 Jefferson County 0e artment of Community Develgiment �¢sON C -� °lr 621 Sheridan Street,Port Town: :nd WA 08368[3601379-4450 , > per O ° o '? O O O � Q 4,___...L._ Project Description: Building Type: Project Type: Frame Type: Single Family 2 New ilWood ▪ Garage Attached/Detached 'Addition 2 Steel • Modular 2 Alteration/Remodel 1 Concrete C Commercial 1 Repair 1 Masonry ❑ Multi-family/#of Units 2 Demolition 2 Other: ▪ Industrial • Other. Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: 4 (—i) Existing: 2 2 Sewer 2 Community System electricity Oil Proposed: / Proposed: D ?individual System 2 Woodstove 2 Propane Total: Q Total: 2 If not sewer,fill out the following: i Heat Pump Conventional I Alternative 2 Other Pennit # SEP Water Supply: e Private well 2 Two Party Well 2 Public:Name of water system: Square Footage: F r Office Use Only i Main Floor /, 0 8 e C.4-0.0 i r,o.i 0 OCCUPANCY GROUP 2 ° Floor Base fee ! Z D, '7 S 3rd Floor Plan Check fee 21 (9• Z 3 �' Htd Basement State Surcharge fee s 0 Unhtd Basement Subtotal 9 y ( , `is, Garage/Carport Pot Water Review fee Decks 911/Rd Approach fee ¢ Commercial TOTAL 9 y/ , �6 Industrial Receipt # 4 Other Cash/Check# Total Valuation: Initials Or Date l 0 D Estimated Cost: 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,jiv-Ignents,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 and right of entry to Jefferson County and it' ployees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the app. .roperty or structure shall be d shall occur during regular business hours. Signature: i ...._*ss7 Date: 4/69 - / - , 7azoi'cg ..,_.......... . . (:)\12-00 —CO t-1 ,3 BUILDING PERMIT APPLICATION J erson County Department of Community Development L 21 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00696 Received Date: 10/19/2000 SITE ADDRESS: 1865 WEST UNCAS RD PORT TOWNSEND, 98368 APPLICANT: JERRY LINDSEY PHONE: (360)385-1076 PO BOX 1471 PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: T 8 PARCEL NUMBER: 902253015 Section: 25 Township: 29 N Range: 02 W CONTRACTOR: OWNER PHONE: ARCHITECT/ AUMOCK DESIGNWORKS ENGINEER : 2303 HENDRICKS ST PORT TOWNSEND WA 98368 PROJECT DESCRIPTION: ADDITION TO MANUFACTURED HOME TYPE OF WORK MOB SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 1,088 VALUATION 60,220.00 ADD'L: HEAT TYPE: EEE /'CODE EDITION: 1997 HEAT BASE: HEAT TYPE: ?` OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: �,j't7 CONST TYPE: SHORELINE: l� � CONST TYPE: GARAGE: / SETBACK: DECK: irn BANK HEIGHT: SEWAGE DISPOSAL'. OSS kYk'J WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES ell / EA Exist: 3 Exist: 2 Wetland Er. • Prop: 1 Prop: Seismic Stre- s Total: 4 Total: 2 Flood Way 1II_] F ood Plane F&W Landslide Routing Date: l O '2� (co Shoreline Aquifer Forest: Commercial I Rural Type Amount Paid By: Date: �rRecet�pt: pA proves/Dateons _ Permit $720.75 MAM 10/19/00 34677 Cs' 4'^n Area Plan Check $216.23 MAM 10/19/00 34677 State Building Code $4.50 MAM 10/19/00 34677 '' qII Total: $941.48 Required?7 f 7•I•• Jefferson County Department of Community Development February 8, 2001 621 Sheridan Street, Port Townsend, WA 98368 (360) 379-4450 FINDINGS AND CONDITIONS OF APPROVAL AS REQUIRED UNDER THE JEFFERSON COUNTY INTERIM CRITICAL AREAS ORDINANCE Applicant: JERRY LINDSEY PO BOX 1471 PORT TOWNSEND WA 98368 Critical Area Review Case Number: CAR00-00463 Project Description: addition to manufactured dwelling Parcel Number: 902253015 S-T-R: 25-29N-02W Site Address: 1865 WEST UNCAS RD PORT TOWNSEND WA, 98368 FINDINGS: In accordance with the authority provided under subsection 4.101 and the requirements contained in Subsection 5.402 of the Jefferson County Interim Critical Areas Ordinance, the following are findings of fact relating to the referenced application: 1.) The application was reviewed by Jefferson County Permit Center staff on 2/07/99 for the potential presence of critical areas regulated under the provisions of the Ordinance, and the following critical areas were confirmed as potentially present on the subject property: Flood Hazard, Landslide Hazard, Susceptible Aquifer Recharge Area, Type I Stream (Snow Creek). 2.) Acting upon the above information, Jefferson County staff conducted a site inspection of the subject property on 2/07/99 and confirmed the existence of the following critical areas and/or their associated buffers on the property: Flood Hazard, Type I Stream (Snow Creek), Susceptible Aquifer Recharge Area. 3.) The FIRM Flood Insurance Rate Map Panel 410 of 1625 identifies this parcel to be in "Zone A"which is defined as "areas of 100-year flood; base flood elevations and flood hazard factors not determined". 4.) The proposed addition is located on the west side of the existing manufactured dwelling, thus exceeding the required setbacks and buffers for the Type I Stream (Snow Creek). 5.) A Flood Elevation Certificate was filed with the Department of Community Development. 6.) Aquifer recharge areas in Jefferson County are characterized by porous geologic 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. 7.) Susceptible aquifer recharge areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. This includes any portion of Jefferson County with a DRASTIC index of greater than or equal to 180 points as determined using the U.S. Environmental Protection Agency DRASTIC methodology: Drastic:A Standardized System for Evaluating Ground Water Pollution Using Hydrogeologic Settings (EPA 600/23-87-035). 8.) Attached for reference, are applicable requirement and policies of Ordinance No. 18-1120-95; sections 4.101 and 5.20. This waiver from the provisions of the Jefferson County Interim Critical Areas Ordinance is granted subject to the following conditions. Any deviation from these conditions shall result in this waiver being revoked and the application becoming subject to further review. CONDITIONS OF APPROVAL: 1.) A flood area certificate is required for all development in the floodplain. The flood certificate shall be completed by a licensed surveyor and shall include a written and graphic portrayal of the following information: a. the location of the subject property in relation to the flood hazard area; b. the distances of the property and the proposed activity from the edge of the waterway; c. the height of the base flood (in relation to mean sea level)within the vicinity of the proposed activity; d. the height of the subject property (in relation to mean sea level).1Dok+ Fr t- to 17 IN S E P Sg-oois)-ntp, 2.) Flood proofing measures are to be used as required by the Jefferson County Flood Damage Prevention Ordinance. 3.) All new construction shall use construction methods which minimize flood damage. 4.) New construction shall have the lowest floor elevated to at least one foot above base flood elevation. 5.) Fully enclosed area below the lowest floor that are subject to flooding are prohibited unless designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the following criteria: a. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided. b. The bottom of all openings shall be no higher than one foot above grade. c. Openings may be equipt with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwater. 6.) All new construction shall: a. be anchored to prevent flotation, collapse, or lateral movement of the sturcture. b. be constructed with materials and utility equipment resistant to flood damage and potential damage to adjacent properties. c. be constructed using methods and practices that minimize flood damage. d. have structural components capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. e. electrical, heating, ventilation, plumbing, air-conditioning equipment, and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding. 7.) Flood proofing of structures shall be provided by one or more of the following methods: a. Landfill: (Note: Landfills are not permitted in the floodway.)The placement of fill may be utilized to elevate the structure and must comply with the standards and policies of the Jefferson-Port Townsend Shoreline Management Master Program, if applicable. b. Pole, pier or piling construction: The use of poles, piers, or piles for the foundation of the structure may be used to allow the unrestricted flow of flood waters during periods at a base flood. The lowest floor must be one foot above the base flood level. c. Parallel Foundation Walls: Foundation walls may be designed and constructed to provide open spaces through which water can flow unrestricted to equalize pressure. In velocity flood situations, it is important that all foundation walls be parallel to the flow of the floodwaters. d. Extended Foundation Walls and Basements: (Note: Extended foundation walls and basements are not permitted in the floodway.) The lowest habitable floor of a residence may be constructed on foundation walls that extend above grade to one foot above the height of fase flood provided that residential construction complies with the requirment of Section 5.101(2), tial Construction,"regarding the design of enclosed areas. 8.) ties hall be designed as specified in Section 5.20 of Ordinance No. 18-1120-95. r---, A�fii4E42.cy±_e)/<-•"'�'�"Hart,AIC ! j, � ' ritical Areas Admini ator I understand that the granting of the above waiver from the provisions of the Jefferson County Interim Critical Areas Ordinance is made subject to my complying with the above listed conditions, and that any violation of said conditions shall result in revocation of th-;ermit or approval and further review of the project under the Critical Areas Ordinance. / Please sig nd •turn to the Dep- = of Community Development. f Ap.'"an s g at 1011.11II Date c: File r �,.�._.. ram' i rc U� 0 1 s '(V s � r ° •� �---�° c ,s� J 7 • - - 1 , , ,ck k .x-4-- No __,,...... i L ( 2,.. i j • / N �, -° \ ; , U, v) . ,-s E, g .' 1 '� L . � : ,- � , c, n z.....40i :c:--,' t- - - "1 � Cry: e.. � '� l � - IT- d -Q r b T �- Z — n '''..,, ...:__,. . • • • i sn.16- bizi c)c--1/,4 �'' (-- 1,7' - ‘ )< N__) 1 c.\''z 7\- -1\-'7"1 ° .);1 • r owt. !Er\ LA ; r o iv .:,,,__',j, j.F-, D,,\,s s_: g . - - r / .i5 15 \,. ._:, ,. 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