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HomeMy WebLinkAboutBLD2000-00295 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 #: BLD00-00295 Received Date 05/9/2000 SITE ADDRESS: 71 CORA ST Issue Date 05/25/2000 PORT HADLOCK, 98339 Expiration Date 05/25/2001 APPLICANT: BOB GREWELL PHONE: (360)379-8505 71 CORA STREET PORT HADLOCK WA 98339 SUBDIVISION: CHALMER'S 1ST ADDITION Block: 3 Lot: 38 PARCEL NUMBER: 942600312 Section: 03 Township: 29 N Range: 01 W CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: 360-297-7317 21238 JEFFERSON BCH RD KINGSTON WA 98346 Contractor's License: SOUNDBS055NP Expires: 08/14/2000 LOAN LENDER/ JRO LONGNECKER BOND HOLDER: POULSBO WA 98370 PROJECT DESCRIPTION POLE BUILDING REQUIRED INSPECTIONS: [ ] Footings/Setbacks (Shoreline Setbacks): [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [,] Final/Occupancy Approval: Or—- T C_ " —1-()?) 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 - SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • a ` BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00295 Received Date: 5/9/2000 SITE ADDRESS: 71 CORA ST PORT HADLOCK, 98339 APPLICANT: BOB GREWELL PHONE: (360)379-8505 71 CORA STREET PORT HADLOCK WA 98339 SUBDIVISION: CHALMER'S 1ST ADDITION Block: 3 Lot: 38 PARCEL NUMBER: 942600312 Section: 03 Township: 29 N Range: 01 W CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: 360-297-7317 21238 JEFFERSON BCH RD KINGSTON WA 98346 Contractor's License SOUNDBS055NP Expires 08/14/2000 ARCHITECT/ WEST SOUND ARCHITECTS ENGINEER : KINGSTON WA PROJECT DESCRIPTION: POLE BUILDING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 5,760.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: GARAGE: 576 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: CITY PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Flood Plane F&W Landslide Routing Date: Shoreline Aquifer Forest: Commercial Rural 1-'r xlmjt - Plat C d tlons Type Amount Paid By: Date: Keceipt: *,• • 1ROV E D Permit $125.25 MAM 05/09/00 30733 Plan Check $37.58 MAM 05/09/00 30733 State Building Code $4.50 MAM 05/09/00 30733 MAY 2 5 2000 Total: $167.33 J2ffarsun County Planning I:\F_BLD_App_Bld.rpt 10/29/99 ��°N Jefferson County Permit Center * Department of Community Development A" °G 621 Sheridan Street,Port Townsend WA 883;1: (3601370-4450 (w 5 i_7.___,,,_::;y,_..„ . 0 NG ,0 Di erm-1D AppOc © Project Description: Building Type: Project Type: Fraie Type: 0-1, Single Family [KNewe Wood ✓Garage Attached/2� ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete 0 Commercial ❑ Repair ❑ Masonry Md:lti-family/# of Units • ❑ Demolition ❑ Other. j il Industrial '� `` -} 1 (� t0 Other. /vd iniA 1�'-r 6 r f-J T '-A 1 `Iv 13v'. ik'✓' Bedrooms: Bathrooms: Type of Sewage Disposal: Typ of Heat: Choose one: Existing: -% Existing: 1 ❑ Sewer ❑Community System ❑ Electn ' Oil Proposed: O Proposed: l7 C+ Individual System ❑ Woodsto 0 Propane Total j' Total: IIf not sewer,fill out the following: ❑ Heat p Conventional ❑ Alternative ❑ er IL_____ Permit # SEP 1'_ Water Sup 1 .I 0 Two Party Well E Public:Name of water system: Pi-.%a„J,,'$-Fes...) t:A.4¢f'cV.- 1 Square Footage: For Office Use Only Main Floor UBC OCCUPANCY GROUP 2ND Floor Base fee 12S. 2 3rd Floor Plan Check fee 3" 7. S Htd Basement _ State Surcharge fee Li, � Unhtd Basement Subtotal !(o 7. _3 Garage/Carport . -7& 57 WO Pot Water Review fee ,'j Decks 911/Rd Approach fee Commercial TOTAL 1(?-7. 33 Industrial Receipt # 3(Y7 3 3 Other C2sh/Check # f U 2 .7 Total Valuation: S 7(06 Initials L s II _ Or Date rj - Gj . 00 'i Estimated Cost:_ 772-7, 7 0 If within 200' of the Shoreline, Distance t o Bank or Ordinary High Water Mark ft. Bank Height ft. Signature: )i� ,,, -/l/11"-- - Date: �— F- 0 J I t t j Io0 4'+ A f{N m — -0 G n v r� t o n 0 IP C„+ UN -i - 42'-4 v 3� e p lr fi P • c 25'----j la------ .* 1%% 33' U. rope r y ttoof a to-AcL r es 0 A �) I 00 r' A o CP I N Q, - ° — A b Sf> o a.3 C o o o . 1, 0 o en N Ca M N as '_} O 75 oN U :-- o G TA a) d E 0 17ca c...4- L 0 •rl Ca a° rroi o A -Zap P .t -&. — P" ( q b ' ..,- ,, — p 4--,.,T ,. Si b - 4, , M .. VL.; • °' O ^_ 1 a a) 'C H C," 0 Y n� - Z a) �J V t \ OOW xc) T L, � o cts O (34' 'Ych. /voce''. r o y\4w:��arI a)4o o V -~ A H a-,oG0.)Vy � � o oa0 � P. ♦ r o ill Fi S �,c o 1 L; xt' a, g P '� on o -� ° aC7\ � II "� 0 UN N . y \ � "0 � N) TwV WbVWa 'ti AO %+ DLyd -ti C.)G. . A Que ar d ' d v on s. on °° Q O° Q � o a o �' — � � 0 �U ► U ww P ti ha Oww . A 10 V IA �. _�� Z SN3vH13S • F (----(1- CC 5 E z j o J 1 a ~ O v 3 F' o K J W d Q 3 1„ c.) W V, J d A LP Na O U i Z H W `, Z W .-. W o a LI- 4 �b1 Z a 0 y �+ O LL Z CC ki,1 `��y u, J o a PI in n. V? V F lbls,, 31 Pbp� u) 7x'y �° J Y 'YO v>+ by Z. cv Jvs O. d Q. I.-0 a 0 Z a C O J I) 'O o ; Q a th RI 0 ccn J PLOT PLAN STORMWATER CALCULATIONS INDICATE the following information. ❑ PROPOSED LAND DISTURBING ACTIVITY Draw entire parcel to scale. Indicate scale of plot plan: Drainfield area cleared sq.ft. One inch equals Driveway Length ft. X Width ft. ❑ 1. North arrow = Total Driveway sq.ft. O 2. All property boundaries and dimensions Clearing and Grading for Site Development ❑ 3. Names of adjacent streets (Well/Structures/Utilities/etc.) sq.ft. O 4. Driveway/s & parking spaces Total Land Disturbance sq.ft. ❑ 5. Major features such as ravines, seasonal creeks, bodies of water, etc. ❑ IMPERVIOUS SURFACE ❑ 6. Septic tank and drainfield location, Proposed Structures (all roof area) sq.ft. existing or proposed, and distance to Existing Structures (all roof area) /y/ sq.ft. closest structure Sidewalks 0 sq.ft. ❑ 7. Sewer lines Concrete Patios n sq.ft. O 8. Wells and/or water lines Driveway.Length i7 ft. ❑ 9. Neighboring wells within 150 feet X Width / ft. ❑ 10. Paved surfaces (patios) = Total Driveway?' sq.ft. ❑ 11. Structures, existing and/or proposed Total Impervious Surface L f sq.ft. ❑ 12. Setbacks (distances to property boundaries, structures, banks, The Stormwater Manual sets forth the following Small Parcel Minimum Requirements: and shorelines) • Construction Access Route Stabilization: O 13. Easements for access or utilities Construction vehicle access shall be, whenever feasible, limited to one route. Access points shall be stabilized with 0 14. Arrows showing direction of slope-- quarry spalls or crushed rock to minimize the tracking of assume an elevation of 100 feet at one sediment onto public roads. If sediment is inadvertently transported onto public roads, roads shall be cleaned lot corner and indicate the other lot thoroughly at the end of the day by shoveling or sweeping. corner elevations in relation to it Street washing should only be done after the bulk of the sediment has been removed by sweeping. • Stabilization of Exposed Soil: FOR APPLICATIONS ADJOINING SHORELINES, All exposed and unworked soil shall be stabilized by sodding, seeding, mulching, plastic covering, application of INDICATE: gravel base on roads and driveways, or other appropriate O 15. Ordinary high water mark means within seven days during the period from May 1 to September 30 and within two days during the period from ❑ 16. Top of bank, if over 10 feet high October 1 to April 30. Mulch shall be applied to a minimum ❑ 17. Slope of bank in degrees depth of two inches. • Protection of Adjacent Properties: Adjacent properties shall be protected from sediment deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes, mulching, or by a combination of these measures and other appropriate Best Management Practices (BMPs). • Maintenance: All erosion and sediment control BMPs shall be regularly inspected and maintained to ensure continued performance of their intended function. • Other Appropriate BMPs as required by Jefferson County to mitigate the effects of increased runoff shall be applied. H:\HOME\PLNCNTR\FORMS\PLOTPLN.FRM BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00295 Received Date: 5/9/2000 SITE ADDRESS: 71 CORA ST PORT HADLOCK, 98339 APPLICANT: BOB GREWELL PHONE: (360)379-8505 71 CORA STREET PORT HADLOCK WA 98339 SUBDIVISION: CHALMER'S 1ST ADDITION Block: 3 Lot: 38 PARCEL NUMBER: 942600312 Section: 03 Township: 29 N Range: 01 W CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: 360-297-7317 21238 JEFFERSON BCH RD KINGSTON WA 98346 Contractor's License SOUNDBS055NP Expires 08/14/2000 ARCHITECT! WEST SOUND ARCHITECTS ENGINEER : KINGSTON WA PROJECT DESCRIPTION: POLE BUILDING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 5,760.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 576 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON f2.--: 1 WATER SYSTEM: CITY PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES WV., AREA Exist: Exist: Wetland 1,r- Erosion NO Prop: Prop: Seismic f'` ' Streams N0 Total: Total: Flood Way /10 Flood Plane Of ,3\/O F&W Landslide A✓r� Routing Date: Shoreline CO Aquifer , r A4' getgie'er) Forest: Commercial Rural —Prnximity Plat Conditions , _ Type Amount Paid By: Date: Keceipt: Approvewuate Permit $125.25 MAM 05/09/00 30733 i ' iy ti 6' =- Plan Check $37.58 MAM 05/09/00 30733 N---- 1 � State Building Code $4.50 MAM 05/09/00 30733 Review Total: $167.33 Ret0e0 IRIA114? I:\F_BLD_App Bld.rpt 10/29/99 ` Jefferson County Department of Community Development May 24, 2000 621 Sheridan Street, Port Townsend, WA 98368 (360) 379-4450 CRITICAL AREA STANDARD WAIVER Applicant: BOB GREWELL 71 CORA STREET PORT HADLOCK WA 98339 Critical Area Review Case Number: CAR00-00209 Project Description: Pole Building Parcel Number: 942600312 S-T-R: 03-29N-01W Site Address: 71 CORA ST PORT HADLOCK WA, 98339 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 be as proposed and portrayed on the Universal Plot Plan. Deviation, additions or relocation of proposed development activities will require further review pursuant to the Jefferson County Critical Areas Ordinance. (jUkt\.,— (ACV) Ca\Department of Community Developmtaff c: File I:\F_CAR_Waiver Standrd.rpt 12/13/99 Jefferson County Permit Center Date 621 5neridan Street Fee i Port Townsend WA 98368 Rec # CRITICAL AREAS QUESTIONNAIRE Ck # Case # Applicant Name P<:-.)) (9--re_t„)e__'1 V Building Application _ Land Use Application Shoreline Application On-site Sewage Application Subdivision Application Other: 1. Is there any standing or running water on the surface of the YES ✓NO property or on any nearby property at any time during the year? If YES, please describe: 2. Has any portion of the property or any nearby property ever been YES /No identified as a wetland or swamp? If YES, please describe: 3. Are any willows, skunk cabbage, alders, or cottonwoods present YES / NO on your property or adjacent properties? If YES, please describe: 4. Are there any indications on any portion of the property or on any YES V NO nearby property of rockslides, earthflows, mudflows, or landslides? If YES, please describe: 5. Please indicate which line best represents the steepest slope found on your property. (Check appropriate box) 444 4 4 4 p / / / / / / /' / / / / / / ,.o „ , / / / / , .0 1 / / I / / / ,, i / / / / iiiii/i'/' /,'' ./ 4 --0 (Questionnaire Continues on Back) 6. Does the site have steep slopes with little to no vegetation? YES NO If YES, please describe: 7. Does the site contain high percentages of silt and/or very fine YESJO sand? If YES, please describe: 8. Does the site contain ground water seepage or springs near the YES I/NO surface of the ground? If YES, please describe: The applicant hereby certifies that all of the above statements and the information contained in any other transmittals made herewith are true, and the applicant acknowledges that any action taken by Jefferson County based in whole or in part on this application may be reversed if it develops that any such statement or other information contained herein is false. Signature A.4eld•f * Date — - OJ FOR OFFICE USE ONLY ❑ Wetlands ❑ Seismic CRITICAL AREAS ON OR ❑ Aquifer Recharge Area (zone 1 ❑ Fish & Wildlife Area 1 IMMEDIATELY ADJACENT TO SITE: 0 Frequently Flooded Area ❑ Fish & Wildlife Area 2 O Erosion O Landslide Zone: Parcel Size: Status: Comprehensive Plan Land Use Designation: Reviewed by: Community Plan: Date: