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HomeMy WebLinkAboutBLD2000-00413 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 #: BLD00-00413 Received Date 06/20/2000 SITE ADDRESS: 97 SCHOOLHOUSE RD Issue Date 09/12/2000 BRINNON, 98320 Expiration Date 09/12/2001 APPLICANT: FRED H WURDEN PHONE: (360)531-0670 331 DOSEWALLIPS RD BRINNON WA 60526 SUBDIVISION: Block: Lot: T 3 PARCEL NUMBER: 602353008 Section: 35 Township: 26 N Range: 02 W CONTRACTOR: OWNER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION ADU REQUIRED INSPECTIONS: [ ] Footings/Setbacks (Shoreline Setbacks): [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Final/Occupancy Approval: 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. SPECIAL CONDITIONS MAY APPLY - SEF REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD00-00413 Received Date: 6/20/2000 SITE ADDRESS: ,� -L�ocVNo� BFINNON, 98320 APPLICANT: FRED H WURDEN PHONE: (360)531-0670 331 DOSEWALLIPS RD BRINNON WA 60526 SUBDIVISION: Block: PARCEL NUMBER: 602353008 Section: 35 Township: 26 N Range: 02 Wt: T 3 CONTRACTOR: OWNER PHONE: ARCHITECT/ BUILDERS DESIGN GROUP ENGINEER : 4119 WHEATON WAY BREMERTON WA 98310 PROJECT DESCRIPTION: ADU TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADU VALUATION 52,470.00 MAIN: 787 CODE EDITION: 1997 ADD'L: HEAT TYPE: EEE HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: 5N OTHER: CONST TYPE: GARAGE: 572 SHORELINE: DECK: 319 SETBACK: SEWAGE DISPOSAL: ALT BANK HEIGHT: WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: PARCEL TAGS: YES NO STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 1 Prop: 1 Seismic Streams Total: 1 Total: 1 Flood Way Flood Plane Routing Date: F&W Landslide Shoreline Aquifer Forest: Commercial Rural —Proximity Nlat C d dons Type Amount Paid By: Date: oeceipy Approveaivate Permit $664.75 MAM 06/20/00 31643 111, MO Plan Check $199.43 MAM 06/20/00 31643 i D State Building Code $4.50 MAM 06/20/00 31643AiirP Potable Water Application $30.00 MAM 06/20/00 31643 I S.1 1,2 20W 7 Total: $898.68 Jefferson County Planning &Building Department I:\F BLD_App_Bid.rpt 10/29/99 je soN c Jefferson County Permit Center * Department of Community Development 4 , • °,� 621 Sheridan Street,Port Townsend WA 08368[3601378-44.50 W .1s4. rm:t A?-1 ? 0 r_JO Cat 50 Project Description: ('�ost...f ru.cf-ioH 04 A Cce5sor,,,,, ,r)we /447 (4/0,�" (4.DtT Building Type: Project Type: Frame Type: ❑ Single Family X New g Wood 4 Garage Attached/- ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair LI Masonry ❑ Multi-family/# of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: A Mil Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: 0 Existing: D ❑ Sewer LI Community System J Electricity ❑ Oil Proposed: / Proposed I g-Individual System ❑ Woodstove ,g1 Propane Total: / Total: —I If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit # SEP Cj Ci 07j --1 Water Supply: g( Private well ❑ Two Party Well ❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor 7g V H 5 D UBC OCCUPANCY GROUP 2ND Floor Base fee LA29• , 3rd Floor _ Plan Check fee I C 9 . y 3 Htd Basement -- State Surcharge fee 9 Unhtd Basement Subtotal % (Q 1 , Garage/Ca 5�l Z S 12 Pot Water Review fee 0 az; m Decks 5 1 9 3 i q 0 911/Rd Approach fee S I i 6 v Commercial TOTAL I (il()`) O L 9 ,�`� Industrial e U Receipt # + 3 Ito y 3 Other Cash/Check # Cr') i ZZc Total Valuation: 5 Zy i D Initials ' c-) \OLS,As Or Date (0- 2_G - 0u Estimated Cost: 4e, ('t^t9, n° If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ft. Bank Height ft. Signature:<P-c, Tv, GCJ-.(-,tft Date: /7/C4' yam, BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD00 00413 Received Date: 6/20/2000 SITE ADDRESS: " =''" BRINNON, 98320 APPLICANT: FRED H WURDEN PHONE: (360)531-0670 331 DOSEWALLIPS RD BRINNON WA 60526 SUBDIVISION: Block: Lot: T 3 PARCEL NUMBER: 602353008 Section: 35 Township: 26 N Range: 02 W CONTRACTOR: OWNER PHONE: ARCHITECT/ BUILDERS DESIGN GROUP ENGINEER : 4119 WHEATON WAY BREMERTON WA 98310 PROJECT DESCRIPTION: ADU TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADU MAIN: 787 VALUATION 52,470.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 572 CONST TYPE: DECK: 319 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT AR/ c WATER SYSTEM: PWELL PARCEL TAGS: a BEDROOMS: BATHROOMS: STORMWATE Y S NO AREA Exist: Exist: Wetland +'Y Erosion J�-0 Prop: 1 Prop: 1 Seismic \/K5 Streams Total: 1 Total: 1 Flood Way A Flood Plane F&W/r'/'/1- e-O vi a OW/‘-Landslide 6 met, rJ P 4c Routing Date: Shoreline r/9 Aquifer 'i- Forest: Commercial ,r/ Rural 1 —Proximity lai Goad Ions �— Type Amount Paid By: Date: Receipt: 9 p ova a e Permit $664.75 MAM 06/20/00 31643 �% Plan Check $199.43 MAM 06/20/00 31643 �``��� i State Building Code $4.50 MAM 06/20/00 31643 ?)°' Potable Water Application $30.00 MAM 06/20/00 31643 Cdt/cai4 Total: $898.68re Rev/ow 6 ( 9 I:\F_BLD_ApP Bld.rpt 10/29/99 rirEITV E JUN 2 8 2000 JEFFERSON COUNTY STORMWATER MANAGEMENT ORDINANC JEFFERSON COUNTY t DEPT. OF COMMUNITY DEVELOP"1f_ '__ SMALL PARCEL EROSION AND SEDIMENT CONTR EROSION AND SEDIMENT CONTROL WORKSHEET Property Owner: / Y'e o/ j� Z/(.J(.t r d P W Telephone: 3/4.0 —53 I -0,67O Address: 33 ) Dosevia_Mp6 lc) r/NN4N �A ) 0. I g 3Zc Assessor's Parcel Number: (O 0 2 - 35 3- 00 8 � � � � Building Permit or Septic Permit Application Number(if applicable): Z�C4/1 C`031 Y Brief Project Description: eo KS+ru Cf 4 D S W/4-1, Cc. //aC G/t e q etYQge p cI r i v e u) az�/ cL v,cl S c ro fi e s y�/ems Site Location: '33 Person Responsible for BMP Installation and Maintenance: Address: Telephone: 1. Describe/check the Best Management Practices (BMPs) that you will implement during land disturbing activities or construction to control erosion and prevent sediment from entering water bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or roads. Please check the measures you plan to implement and show their approximate location on the site plan. You may also propose measures other than those listed. Attach additional sheets, if more space is required. 44( Stabilize construction access route. Limit construction vehicles to one route, if feasible. Provide a stabilized construction access by applying quarry spalls, ballast, or crushed rock to minimize tracking sediment onto roads. (See attached illustration from Stormwater Management Manual.) If sediment is transported onto roads, they will be cleaned thoroughly. till Minimize the extent of land disturbing activity and preserve existing vegetation. Preserve buffers of well-established vegetation between disturbed areas and property boundaries, roads, water bodies, and designated critical areas (wetlands, fish and wildlife habitat areas, landslide or erosion hazard area, etc.). March 10, 1997 3 3 EROSION AND SEDIMENT CONTROL WORKSHEET p,]' Phase clearing so that only areas that are actively being worked are uncovered. Start and complete land disturbing activities and stabilize the site between April 1 and September 30. Stabilization means that disturbed areas will have well-established plant cover or be landscaped to minimize erosion. [] Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between October 1 and March 31 and within 7 days between April 1 and September 30. other material straw or hayor [ ] Cover exposed soil with a minimum of 2 inches of approved for this purpose. [ ] Cover soil stockpiles wi h plastic sh e ing and locate away from w ter bodies roads, • r and property lines. to )) t u✓i parking areas after clearing and subgrade [4]'Place gravel base on roads, driveways, and p g preparation. [] Protect adjacent properties and water bodies from sediment deposition: [] Place straw or hay bales in ditches and drainage ways down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies. (See attached illustrations from Stormwater Management Manual.) [ ] Install a filter fence down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies. (See attached illustration from Stormwater Management Manual.) [ ] Regularly inspect and maintain all BMPs especially after storms events. [] Describe other erosion and sediment control Best Management Practices. Be specific as to design and specifications. /5 ve / — Y'c a t4 v-r-ic s il o u.'cyl b C `yl i vl l v'r 4:1_, March 10, 1997 4 EROSION AND SEDIMENT CONTROL WORKSHEET 2. Describe how disturbed areas will be permanently stabilized(seeded, landscaped, apply gravel base to roadways, etc.) Or/ VeaUQy 74!) Conirate.+fd Crret_Vel bo-Se. scu4d -�, f fe r 4q. dra i vi t c /a r+c 5 calf 5e e J Go ,fl� 9,1c Ss 3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to infiltrate, dry well, infiltration trench, route runoff to existing drainage facilities, etc.). t -r-F y O,A f - c/i s e rs e 745 /a, e q ra s s t/ ar urrauw Ia 7LAe pr efit" © r -iv d,fC4 a/o '7 r ct c i lcles � SIct o properiy • EROSION AND SEDIMENT CONTROL WORKSHEET 4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing and grading, construction, installation of drainage facilities, landscaping, etc.) and Best Management Practices. Describe proposed maintenance of BMPs. e 10+1 C sy 54e,/ T17:1 Z--cl_`C�- //u Su ly . A D u (,'ov4 s"'�ru.C-4iovf 'in ca Yi /a'Te At" i-(/ b c oJ --/c, 6 c s e ecJ ece Q/- 5-kJ) /i e-eJ by - qe eKd o4- Serfewf !pera The Best Management Practices proposed above will be implemented to control erosion, sediment, and stormwater runoff. I will notify the Permit Center for inspections as required. /1v1, 21/06 Signature of Owner/Agent Date h:\home\pincntr\storm\wksheet.doc March 10, 1997 6 Jefferson County Department of Community Development August 9, 2000 621 Sheridan Street, Port Townsend, WA 98368 (� E n ❑� 1 (360) 379-4450 fl h� (J LYJ (E �; 1 FINDINGS AND CONDITIONS OF APPROVAL AS REQUIRED U R P4 �` 1 JEFFERSON COUNTY INTERIM CRITICAL AREAS ORDINAN E JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT j Applicant: FRED H WURDEN 331 DOSEWALLIPS RD BRINNON WA 60526 Critical Area Review Case Number: CAR00-00266 Project Description: ADU Parcel Number. 602353008 S-T-R: 35-26N-02W Site Address: 97 SCHOOLHOUSE RD BRINNON WA, 98320 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 6/20/00 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: Susceptible Aquifer Recharge Area, Harlequin Duck, Seismic Hazard Area, and Floodplain (Zone A) . 2.) Acting upon the above information, Jefferson County staff conducted a site inspection of the subject property on 6/21/00 and confirmed the existence of the following critical areas and/or their associated buffers on the property: Floodplain, Susceptible Aquifer Recharge Area. 3.) A letter was submitted soliciting comments from the Washington Department of Fish and Wildlife regarding the Harlequin Duck. There were no comments received 4.) 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. 5.) 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). 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). proofing measures are to be used as required by the Jefferson County Flood Damage Prevention .1nance. pll new construction shall use construction methods which minimize flood damage. 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 the base flood provided that residential construction complies with the requirment of Section 5.101(2), "Residential Construction,"regarding the design of enclosed areas. bILf /1, (vv Warren Hart, AICP Date Critical Areas Administrator 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 the permit or approval and further review of the project under the Critical Areas Ordinance. Please sign and return to the Depart nett c " it>✓� /� i /Z/oO APplrcar c Stgifiattk c: File TECEEIWE AUG 14 2000 I:\F_CAR_Waiver_W_Conds.rpt 12/13/99 JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT .5fcg"WAr.7t IH brims l k Min eY iS cG -- \ft°. ?b i .---.... i \ ""-..............\ 4,6.,.‘..:,, \1 o \ -161‘ i IE. 4. \F p \ ` l i �, dry < to \ I - / 4,i' g Z �� 4 10 4. t�i C\ I _o I l0 x z C) �iQ -la V) _ / m pp „:114 s_i_---\\ t .> M CD Q ,..,„.&". —NI, . ( 1 "'� o ooz vo c �I o m 1 �o0m� ria 4 v G j( y . o ;t� _ i` \ rAQ - vno��ii mm 2 x r^c� �rnEnOg x O�'• ` > X CZr ( �� zi z I❑ FoAP8 f �Z 1 0 � G Z in `��I — H rn 'D Z\n I �a o m I(f) VI ,,-, m -' no .—".'.""d 73 �l� c xr so I \,. ) �► III ` x x a /00'= n Ica'r o > I� Da X—z ONCE X r m O rn ... uNi_ T!1 �yr� I0• O i 414/Li 1 1 I v� Oo rn- rn 50'MIN. 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BOX 477 PORT ANGELES, WA 98362 QUILCENE, WA 98376-0477 (360) 452-8500, FAX: (360) 452-3383 � w g5o oc Jefferson County Permit Center * Department of Community Development 7�' 621 Sheridan Street,Port Townsend WA 08368[360]379-4450 unyerst-pGilip pilgt1 '&i t!e jol oewae, Glaa&a cU eomgetelfa4 fioaeidle: Project Description: 'rtrlr aN aCCCSS©ry , boe/44.+t7 /.�. frfir D �� 9 Digit Parcel Identification Number(from your tax statement): &c.,�, r. Site Address 911#: Road Name: Sc Koo t 1-1(:)vy Zip Code: Legal Description Subdivision Name: Block: Lot(s): Section: z J Township: 7 A) Range: 2, bc 1 Parcel Size (acres or square footage): 3, 3o Property Owner: t . rJtfr, Phone: Mailing Address: / 3 / sf'tit_'(3 f7t p c c-\I tic Y. Is?: f2l t�al 1161< 1 Jo_ (?83 Z 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: _70 S Qcs,-/itC� -� i,,g Phone: g04 — z 9 Fs -- Qa g' Mailing Address:pa Architect:/Engineer: j3u( (d � j)c lcf 0, g(0�,p Phone: 360 3 - ) Mailing Address: r/9 14,,416t,, (ijc y 13e v14.eY�. o'N) 1h1a 9b'3/O Loan Lender/General Phone: Contractor's Bond Holder: Se /f , — Mailing Address: :FOR OkNCb USE ONLY; Fire District Planning Area School District: Zone: 4/98 H:\home\pincntr\forms\universal plot plan \ (' » :/ : � /»/ y\i 1'„ ° * :} :° \ ' y >) \ ;« ^ ƒ/ / Z/ • kw a \ /. / • ^ w> ® / © \