Loading...
HomeMy WebLinkAboutBLD2000-00815 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 #: BLD00-00815 Received Date 12/20/2000 SITE ADDRESS: 422 DISCOVERY RIDGE RD Issue Date 01/9/2001 PORT TOWNSEND, 98368 Expiration Date 01/9/2002 APPLICANT: DOBSON CONSTRUCTION INC. PHONE: 360-379-9040 243 SOUTHPORT LANE PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot 17 PARCEL NUMBER: 001195137 Section: 19 Township: 30 N Range: 01 W CONTRACTOR: DOBSON CONSTRUCTION PHONE: (360)379-9040 243 SOUTHPORT LN PORT TOWNSEND WA 89368 Contractor's License: DOBSOC*066JN Expires: 03/24/2001 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: [ Setbacks (Shoreline Setbacks): (}=G-e----/— /d—e)/ ['� Footings: 69f- /—)0-- J [ :]/ Foundation: 0 I —1 b—Ok [ �Lnder round Plumbing/Underground Insulatioo Ll/V6SCo,aff•rro (94 ,y24-0i [ ] Shear Wall: [(,}------Iraming/Plum 1p ePiC / <9 d— /A! Fe. 1L fZ#vt/4e.cT tre, ScKC [ ] Propane Tank/Lines;77 L/M,- ®iI 3/2/toA:F.C2? [ Insulation: le— [1 Sheetrock: �/- y-6/ t - Final/Occupancy Approval:l`2,* 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. xei9tc ifiri5 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 i:\F_BLD_Permit_Buildng.rpt 10/29/19 BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00815 Received Date: 12/20/2000 SITE ADDRESS: DISCOVERY RIDGE RD PORT TOWNSEND, 98368 APPLICANT: DOBSON CONSTRUCTION INC. PHONE: 243 SOUTHPORT LANE PORT TOWNSEND WA 98368 360-379-9040 SUBDIVISION: Block: Lot: 17 PARCEL NUMBER: 001195137 Section: 19 Township: 30 N Range: 01 W CONTRACTOR: DOBSON CONSTRUCTION PHONE: (360)379-9040 243 SOUTHPORT LN PORT TOWNSEND WA 89368 Contractor's License DOBSOC*066JN Expires 03/24/2001 ARCHITECT/ ENGINEER : PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,408 VALUATION 135,060.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: 832 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: 608 # OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: SHORELINE: GARA CONST TYPE: DECKLE 504 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PUD PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 3 Seismic Streams Total: 3 Total: 3 Flood Way Flood Plane Routing Date: F&W Landslide /� J 2 00 Shoreline Aquifer /p� ( Forest: Commercial Rural —I-'r xlmltyy Iat ( .. tinn¢ Type Amount Paid By: Date: Receipt: +r e.'"•. ' DRYED Total: JAN 4 2001 . '4 . DEFT.OF COM NITY DEVELOPMENT SIQNATUltf: 6-44.5t.. is\F_BLD_App_Bld.rpt 10/29/19 a - ' r , Jefferson County Department of Community Development � :s� Cce. 621 Sheridan Street,Port Townsend WA 88368[3601378-4450 PErM : A pip}µ� , Otco on ,, Project Description: Building Type: Prot Type: Fratte Type: " ingle F. . _ New elVood Garag-� j . 'D etached 1 Addition ❑ Steel Fi Modular Alteration/Remodel ❑ Concrete Li Commercial i. Repair ❑ Masonry ❑ Multi-family/#of Units E Demolition ❑ Other: Industrial LI Other: Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: E Sewer 1 Community System ❑ Electricity ❑ Oil Proposed: 3 Proposed: 2• S !rridividual System ❑ Woodstove pane Total: 3 Total: i, .5'. If not sewer,fill out the following: ❑ Heat Pump Conventional alternative ❑ Other Permit# SEP OD — 0C' f4 Water Supply: qq �, Li Private well ❑ Two Party Welly Public:Name of water system: Pu 4 I V f G 4N(,O . Square Footage: For Office Use Only Main Floor /4 0 S' 0' 7II S6_ UBC OCCUPANCY GROUP 2ND Floor Base fee l 1 q S.2j5.--‘ 3rd Floor ,--,F/ Plan Check fee �j S . Co Htd Basement e l Z .0 4 J6ol Q•2� State Surcharge fee Unhtd Basement C' "'722-3.5 et Subtotal f c-'g-Tka Garage/Carport A (gg <S Pot Water Review fee a_7 * ©O Decks 'c'a4 0 93 61-17.0 Approach fee .CO Commercial TOTAL ((p (5 . Q Industrial n Receipt # �j s-s�s Other ,Pr t"0 ,e O P S' M eA,Ac—€_ Cash/Check# G-7 3 Total Valuation: i 5-1951-S?- Initials Pe-i Or Date /2-(20l Estimated Cost: / 11 0 D4e) , 0 11 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 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's employees,representatives or agents for the purpose of application review and any required later inspections.• Access and right of entry to e cant's property or structure shall be requested and shall occur during regular business hours. Signature: /'• 2 /' Date: / dU' JElet'ERSON COUNTY ',\, , UN j 3 2000 STORMWATER MANAGEMENT ORDINANCE': SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN =~ •EROSION AND SEDIMENT CONTROL WORKSHEET -:... . -- .__. Property Owner: M4ur;G.C. *L.i5 IL/ �✓'1lp Telephone: 385 - Z i ( I Address: 9 2 L 7-koM4s 54. /o ..7 io„4.)4s.c/id , ..c/a 9$368 Assessor's Parcel Number: oo►1 S 5 t 31- Pa rc e L / 7 D i 5 41 JL ^l /3 /2. ow, s Building Permit or Septic Permit Application Number(if applicable): Brief Project Description: S.ef-.;c. P.cNM, q,n d, fv7ivre i 45)4.J/. )1,0.4 Site Location: C.4.41z_ &eo - . tad. k 131 kit S k 17e,, /s 1- /2.9 4 f a 4 !his ea✓e r 1 /Z,' y Person Responsible for BMP Installation and Maintenance: Ma vv•)cia, /-h✓9 kt.f 5 Address: tea- k 5 44-koove-- 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. [v( 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. ['( 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.). SPESC Instructions—Short Form Revised June 3, 1999 3 EROSION AND SEDIMENT CONTROL WORKSHEET [( 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 Octo r 1 and March 31 and within 7 days between April 1 and September 30. [ Cover exposed soil with a minimum of 2 inches of straw or hay or other material approved for this purpose. [ ] Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads, and property lines. [kr Place gravel base on roads, driveways, and parking areas after clearing and subgrade preparation. 4 1.C4-4-41 4.14 I9442 cL- [] 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 Mana ement 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. M P Oft,t-t:J.4 14,4ve A hae-W v Se.d �USA" ; 5 5 SPESC Instructions—Short Form Revised June 3, 1999 L VA 4 ,‘ • t j- JUN 1 3 2000 EROSION AND SEDIMENT CONTROL WORKSHEET- 2. Describe how disturbed areas will be permanently stabilized(seeded, landscaped, apply gravelbase to roadways,etc.) 1 Pr,ewS To 4\S r 'gGI hw beep 7 A41 1)e .°r- J era` A. ,e.k,t- _ �r,cc,n�; t 1 a./e . w�, )I hC G�n mac, R11d A.�kn tnS k OkVto‘" w;C( - k11 ell aszWr414.1.5 l4e. btOA 4-0ASA- -b S 4N,N L.,e cS L.K. GL A 1.AA! T . “. S+frt A a de d s ri sit V�J A IA,+t3 3 flc�e �. k`aR-- *VA a Ca ,..1 A.a Imp- (a 4,K),e.• 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.). )Zv v - 0 c- k ro M ✓,i ve.%A/41 &# S 4-a 4-c S 'J O (-DnS v -0A . % 44L ►2k,n- OTC pcc.v,r S S /4*•'Nciclkc.1. c v1 QQA c). S Av'a. ,,„„L d,v-4%n C.A.�^r,, G1 Q r S 4'`` LA- N AV IM*4-V v•-.L +'v' 2' S b r4 c� rJS� q SPESC Instructions—Short Form Revised June 3, 1999 5 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. Sep 4.;c ?ed-Mk4- i5SvCa, :5\ Lvl - 2,coD // -- 17.E + ^ _ re� a � tl �� - tr., lS \/.3 C O�rG. 0 54-c3O;1 vc,d I oss; s v1 Met.eit loot 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. Signature of Owner/Agent Date SPESC Instructions—Short Form Revised June 3, 1999 6 • • Jefferson County Department of Community Development December 20, 2000 621 Sheridan Street, Port Townsend, WA 98368 (360) 379-4450 CRITICAL AREA STANDARD WAIVER Applicant: DISCOVERY RIDGE LLC ATTN: KEN MCBRIDE 2016 WATER ST STE C PORT TOWNSEND WA 983684600 Critical Area Review Case Number: CAR00-00254 Project Description: 130- pressurized trench Parcel Number: 001195137 S-T-R: 19-30N-01W Site Address: DISCOVERY RIDGE RD PORT TOWNSEND WA, 98368 FINDING: The development, as proposed and portrayed on the Universal Plot Plan, does not encroach on an identified critical area nor any associated buffers. CONCLUSION: The proposed development meets the waiver requirements established in Jefferson County Ordinance 05-0509-94. CONDITION: The development shall b as proposed and portrayed on the Universal Plot Plan. Deviation, additions or relocation of posed development activities will require further review pursuant to the Jefferson County Crti a Areas Ordinance. Depar ent of Commu ty Development St f c: File i:\F_CAR_Waiver_Standrd.rpt 12/13/99 a •- 6056 BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00826 Received Date: 12/27/2000 SITE ADDRESS: 370 PULALI POINT RD BRINNON, 98320 APPLICANT: JEFFREY J STEELE PHONE: (206)783-9300 3221 NE 96TH ST SEATTLE WA 98115 SUBDIVISION: Block: Lot: T 28 PARCEL NUMBER: 601183012 Section: 18 Township: 26 N Range: 01 W CONTRACTOR: SEAHOME SERVICES, INC PHONE: (360)765-3749 7425 THORNDYKE RD QUILCENE WA 98376 Contractor's License SEAHOSI077KS Expires 11/17/2001 ARCHITECT/ LUTHER M HINTZ ENGINEER : 14 1/2 BOSTON ST SEATTLE WA 98109 PROJECT DESCRIPTION: New Single Family Residence TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,176 VALUATION 117,767.00 ADD'L: 767 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: (� b OCCUPANCY: R-3 UNHEATED: 685 # OF STORIES: 2 ,6p3 OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: n .--I) CONST TYPE: DECK: 311 SETBACK: l• BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL PARCEL TAGS: YES BEDROOMS: BATHROOMS: STORMWAT R YES NO 1 1 EA Exist: Exist: Wetland 5 Er. - R, Prop: 2 Prop: 3 Seismic Streams ►L_ Total: 2 Total: 3 Flood Way Flood Plan 4 Routing Date: F&W andslide j Shoreline Aquifer 1!/Q� F�� Forest: Commercial Rural r xlm.l C lat d Ions Type Amount Paid By: Date: Receipt Approvedivate Permit $1,094.55 PRB 12/27/00 35670 t-' Plan Check $328.37 PRB 12/27/00 35670 7 State Building Code $4.50 PRB 12/27/00 35670 p DI Potable Water Application $27.00 PRB 12/27/00 35670 Total: $1,454.42 .,, 'iet , - . k hit, _ CAk , yFL ti p 01 - i:1F_BLD_App_Bld.rpt 10/29/19 t Js,`ferson County Department of Community Development December 28, 2000 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: JEFFREY J STEELE -• 3221 NE 96TH ST �AN 3 � SEATTLE WA 98115 .. JEFFERSON COUNTY Critical Area Review Case Number: CAR00-00563 DEPT. OF COMMUNITY DEVELOPMENT Project Description: Single family residence Parcel Number. 601183012 S-T-R: 18-26N-01 W Site Address: 370 PULALI POINT 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 12/27/00 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: Eagle Habitat, Susceptible Aquifer Recharge Area, and Shoreline (Conservancy). 2.) Acting upon the above information, Jefferson County staff conducted a site inspection of the subject property on 9/14/00 and confirmed the existence of the following critical areas and/or their associated .:: buffers on the property: Shoreline (Conservancy), Susceptible Aquifer Recharge Area, and Stormwater. 3.) The applicant has previously submitted a triggering application on the subject property (CAR00-00356). 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). 6.) This waiver also includes findings and conditions for evaluation of shoreline areas as regulated under the provision of The Jefferson County Shoreline Management Master Program, adopted March 7, 1988, as amended. 7.) The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be 30 feet, or 1 foot for each foot of bank height, whichever is greater. This setback shall be measured from the bank's edge when the bank height exceeds 10 feet. 8.) The bluff height is less than 30-feet. The required setback from the top of the bluff is 30 feet. 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: A vegetive buffer of 30 feet shall be permanently maintained from the top or edge of the shoreline bluff. All buffers shall be measured perpendicularly from the top of the bluff. 2.)a Residential structures shall not exceed thirty-five (35)feet in height. 3.) The applicant shall apply for a shoreline permit exemption for the installation of a stormwater tight-line prior to construction of any structures. 4.) Applicant shall fully and completely adhere to all the conditions and requirements of the eagle habitat management plan which have been agreed upon between the applicant and the Washington State Department of Fish and Wildlife. 5.) The Single family dwelling shall maintain a setback of 30-feet from the shoreline bluff.a(f/Wa�4'en Hart AICP Date ljetnitiAl I/Y/0 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 ' etu h of Community Development. Ap • n ig tur Date c: File is\F_CAR_Waiver_W_Conds.rpt 12/13/99 Z0 '.54z rnoCz, 0/ 000S 1 -3rt - , iorallittr / ,tv /3-4\ N v3 Cr' , , \ A \\.3 \, '‘.4\ r ? V//1 ty4 r --2 N -aard-eic) \ -it*J. cont. i...; 7..s ---)f)-6/ 5 y. i . ... ..), 0 -I i - ---,F-- , 17 0 • ooi , hz ,i72. . # /i T-----t-------- --! -01 ?y-tf CY-1700 - 1 1. Lic , '-- A A c• I Oa i km( 7 IIII ---------" a 7" a ,y t� C� f41-1 _ a +' o U eI 0 ' .o -. `--. 0-, N rn :, 'v CA tq V fi `Ta uo v R cts 013 C-4.-4 1'1 4 'z' g -'• ,-'.... csj -2 < , \ ..--: •-t'l ---, •* .9 z -I, ,,az,) ---) i:. \,) I \\ O y Z 0 pv u. W to -1 uHC. y Qw a g y u y n a � H w a ` . A d fll o v QJH . , d o e n gW v Q. a cn v� a, ¢'" C 6 5 v� °a s w w A 10 V • N �\'�, z Z SNaVHI3S a PI VI z qq W o o `4 w o a, i� z J F- a.Cr \ >' O Q Gi 3 V ce w co a. J O CC a >- I. w a z wkn U r� c N J w A I^ a I' a o o � W Z o4u. i i JO QFl W Ow ti al ti� Y OJ a. N>42,4, Z to aa.. n. V N Q -0 y 2 0. !0 4- W d C p v ID V 2 .... IA M 0 Q c E