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HomeMy WebLinkAboutBLD2000-00088 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 #: BLD00-00088 Received Date 02/3/2000 SITE ADDRESS: 346 GREEN WAY Issue Date 03/3/2000 PORT TOWNSEND, 98368 Expiration Date 03/3/2001 APPLICANT: JAMES H CHRISTENSON PHONE: (630)584-8807 VICTORIA A DAVIS 41W633 BARBERRY LANE ST CHARLES IL 60175 SUBDIVISION: HERON POND RANCH Block: Lot: 1 PARCEL NUMBER: 959000001 Section: 29 Township: 30 N Range: 01 W CONTRACTOR: CHARLES W CHRISTENSON PHONE: (206)842-5024 5991 LYNWOOD CT RD NE BAINBRIDGE ISLAND WA 98110 Contractor's License: CHRISCW313B7 Expires: 11/09/2000 LOAN LENDER/ BANK OF AMERICA BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED SHOP REQUIRED INSPECTIONS: [ ] Footings/Setbacks Shoreli/4c cks): [z-r" Foun • � H-- cn er Oun umbing Undera�round Insulation: e - [ ] Shear Wall: [1' Framing/Plumbing: ( k rittir C ' [ ] Propane Tank/Lines: >%16 3i ox eorivt ? -c V] , Insulation: [-/ Sheetrock: OP5A9 S e2X etlfhr, [ ] Final/Occupancy Approval: C`' t< t— 1,S/O 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 BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00088 Received Date: 2/3/2000 SITE ADDRESS: GREEN WAY PORT TOWNSEND, 98368 APPLICANT: JAMES H CHRISTENSON PHONE: (630)584-8807 VICTORIA A DAVIS 41W633 BARBERRY LANE ST CHARLES IL 60175 SUBDIVISION: HERON POND RANCH Block: Lot: 1 PARCEL NUMBER: 959000001 Section: 29 Township: 30 N Range: 01 W CONTRACTOR: CHARLES W CHRISTENSON PHONE: (206)842-5024 5991 LYNWOOD CT RD NE BAINBRIDGE ISLAND WA 98110 Contractor's License CHRISCW313B7 Expires 11/09/2000 ARCHITECT/ ENGINEER : PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE W/ATTACHED SHOP TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,350 VALUATION 117,863.00 ADD'L: 800 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 2WELL STORMWATER: YES NO AREA BEDROOMS: BATHROOMS: Wetland Erosion Exist: Exist: Seismic Streams Prop: 1 Prop: 2 Flooding Landslide Total: 1 Total: 2 F&W Plat Conditions Shoreline Aquifer Routing Date: --2__ Forest: Commercial Rural Proximity Type Amount Paid By: Date: Receipt: Approved/Date $1,094.55 MAM 02/03/00 24079 A P P R C W E Plan Check $328.37 MAM 02/03/00 24079 State Building Code $4.50 MAM 02/03/00 24079 t^,'1? 3 LUt?0 Potable Water Application $30.00 MAM 02/03/00 24079 Total: $1,457.42 Jefferson County Planning E. Bui!d rn D2 artiuent I:\F_BLD App_Bld.rpt 10/29/99 I , . � -; N �o Jefferson County Permit Center Department of Community Development 0 621 Sheridan Street,Port Townsend WA 08368[360]373-4450 • `, 0 „,--,-,-,..,-,/ Erm,.-ID A ,Thii ? 0 a,„ .14s,Nci,...... ? 3 ii.1J ctip-Din Project Description: N S T Z.m CT Si N G M.444 M 1 LV t.E.S t D EIJc W 17 14 A T T IQC 446) SgeR. Building Type: Project Type: Frame Type: y Single Family X New X Wood ❑ Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular E Alteration/Remodel E Concrete ❑ Commercial ❑ Repair ❑ Masonry • Multi-family/# of Units ❑ Demolition ❑ Other: ❑ Industrial Other: Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: O Existing: d ❑ Sewer ❑Community System ❑ Electricity ❑ Oil Proposed: Proposed: ►f4. Individual System ❑ Woodstove Propane Total: I Total: �"2 " ;- If not sewer,fill out the following: ❑ Heat Pump Conventional ❑ Alternative ❑ Other Permit # SEP () —2-.3 O Water Supply: Private well X Two Party Well ❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor I 3G S0 -7L1001UBC OCCUPANCY GROUP 2ND Floor D 0 0 (" 3N ' Base fee i 0q9.5.S 3rd Floor Plan Check fee 32 . Htd Basement State Surcharge fee 4, Unhtd Basement Subtotal 1 Li Zi• 2- Garage/Carport Pot Water Review fee 30 , U U Decks 911/Rd Approach fee Z- j .v� Commercial TOTAL I `-1 ,4 Z Industrial Receipt----- p # 2-Li a—i c Other "'_ Cash/Check # '3-7(c 3 Total Valuation: • Initials .V4S6N Or / Date Z`- - ZV -66 Estimated Cost: 7 J 5 O If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ft. Bank Height ft. I 5- Signature: 611 Date: 31r."-( C3 gn te. O -AS--)U 7 . BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 BLD00-00088 Received Date: 2/3/2000 PERMIT #:SITE ADDRESS: GREEN WAY PORT TOWNSEND, 98368 APPLICANT: DAMES H CHRISTENSON PHONE: (630)584-8807 VICTORIA A DAVIS 41W633 BARBERRY LANE ST CHARLES IL 60175 SUBDIVISION: HERON POND RANCH Block: Lot: 1 PARCEL NUMBER: 959000001 Section: 29 Township: 30 N Range: 01 CONTRACTOR: CHARLES W CHRISTENSON PHONE: (206)842-5024 5991 LYNWOOD CT RD NE BAINBRIDGE ISLAND WA 98110 Contractor's License CHRISCW313B7 Expires 11/09/2000 ARCHITECT/ ENGINEER : PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE W/ ATTACHED SHOP TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,350 VALUATION 117,863.00 ADD'L: 800 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: SHORELINE: CONST TYPE: 5N GARAGE: SETBACK: CONST TYPE: DECK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 2WELL STORMWATER: YES NO AREA BEDROOMS: BATHROOMS: Wetland ErosionSeismic Streams Exist: Exist:Prop: 2 Flooding Landslide Prop: 1 F&W Plat Conditions Tootata l: 1 Total: 2 Shoreline Aquifer Routing Date: 2.....,3 -V v Forest: Commercial Rural Proximity - Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,094.55 MAM 02/03/00 24079 awnwater Plan Plan Check $328.37 MAM 02/03/00 24079 L_, State Building Code $4.50 MAM 02/03/00 24079 Potable WaterApplication $30.00 MAM 02/03/00 24079 CritiCa' I\rea Total: $1,457.42 Review 1 .1 �,_\ 10/29/99 I:\F_BLD_App_Bld. pt • • Jefferson County Department of Community Development February 24, 2000 621 Sheridan Street, Port Townsend, WA 98368 (360) 379-4450 CRITICAL AREA STANDARD WAIVER Applicant: JAMES H CHRISTENSON TRUST 41W633 BARBERRY LN ST CHARLES IL 60175-8371 Critical Area Review Case Number: CAR00-00057 Project Description: Parcel Number: 959000001 S-T-R: 29-30N-01 W Site Address: 346 GREEN WAY 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 be as proposed and portrayed on the Universal Plot Plan. Deviation, I additions or relocation of proposed development activities will require further review pursuant to the Jefferson County Critical Areas Ordinance. 7 De artmoCommunitY Development Staff c: File I:\F_CAR_Waiver_Standrd.rpt 12/13/99 • APPROVED BY JEFFERSON COUNTY MAR -32000 AUTH. 111'' FEB 2 2 2000 ,i JEFFERSON • • ' • . STORMWATER MANAGEMENT ORDINANCE JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL WORKSHEET Property Owner \ C Q•L���`l�� V.As4-4'+J Telephone: 6.-W1.) ' gL/ — o o at-i Address: 41 ipiL C(22110 l N� S"�` C &LSIL Coo 1-7. Assessor's Parcel Number: SS 9'] O O O O 3 Building Permit or Septic Permit Application Number(if applicable): Brief Project Description: CO t• CLO CT SA 6 LE FA PA 1 tZss s 'T'k-N A-TrT a c.‘,j Sine Site Location: 3 LtCo GR .1;) LAy O _1 \0`A)WS ►UQ w A �J Person Responsible for BMP Installation and Maintenance.\An 15\--)1/4). '� uS"TSo!v Address: S 9 9 I )--,\/ pk. w c) Nib 2��, N ) e N E3 Q-1 Q G Telephone: 2-0 Co --S. LiZ — 5 O Zy 911 O - 4 O 9 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. 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. NI 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 October 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. [] Place gravel base on roads,driveways, and parking areas after clearing and subgrade preparation. [J 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. SPESC Instructions—Short Form Revised June 3, 1999 4 • 1. EROSION AND SEDIMENT CONTROL WORKSHEET (Cont'd) Describe other erosion and sediment control Best Management Practices. Be specific as to design and specifications. The building site is located in the northwest corner of the 5.84-acre site and occupies the highest elevation land on the lot. The lot slopes down gently from the building site to the East and is completely covered with vegetation, primarily dense grass and numerous large cedar and fir trees. The soils provide good infiltration of water as demonstrated by the fact that a conventional septic drainfield has been installed, tested and approved in the middle of the building site. The building site is surrounded by vegetated land and the setbacks from the property boundaries are ample. No sediment deposition on adjacent properties or on the wetlands some 400 feet east of the building site is expected. There are no residences or structures on the properties adjacent to the subject lot. For these reasons, we feel it is not necessary to deploy filter fences or barriers to intercept sediment or runoff. Soil excavated for the building foundation will be moved only as much as necessary and any erosion and runoff from the soil will flow into the foundation excavation. Excavations for building foundations and utilities will be backfilled immediately upon completion of the work that necessitated disturbing the land. The driveway will serve as the only entry route to the building site. 02/15/00 5 EROSION AND SEDIMENT CONTROL WORKSHEET 2. Describe how disturbed areas will be permanently stabilized (seeded, landscaped, apply gravel base to roadways, etc.). The driveway will be covered with crushed rock and a top layer of fine gravel. Areas surrounding the building will be landscaped to direct runoff away from the building and will be seeded to restore natural grass cover. Utility trenches will be backfilled and the original vegetation (grasses) restored. 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.). Runoff from roofs (2100 sq ft) will be channeled by gutters and downspouts to solid pipe around the foundation footing and dispersed to adjacent vegetated areas at lower elevations to the East. The recorded Stormwater Management Plan for the Heron Pond Ranch Subdivision specifically exempts this property (Lot 1) and the neighboring Lot 2 from the need to direct runoff into infiltration systems. The driveway (1650 sq ft) will not be paved but covered with gravel to enhance absorption of runoff water. 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. Clearing and Grading— A trench for power, telephone and cable will be dug along the southern border of the site to the existing well and north to the building site. As soon as the cables are laid satisfactorily, the trench will be backfilled. We expect the trench to be open for about one week. Vegetation (grasses) will be scraped off the 15'x110' driveway and an area no more than 50'x70' at the building site (this includes a 10' perimeter around the building proper) and the land graded and prepared for the building foundations. Vegetative cover adjacent to these areas that completely surrounds the building site will not be disturbed. Crushed rock will be laid upon the driveway to provide a firm path for heavy vehicles and to minimize tracking of soil onto the adjacent roadway. Construction of the building— Immediately upon completion of the grading, foundation forms will be set and the foundations poured. As soon as the foundations are complete, drainage facilities for the foundations and runoff from the roofs will be installed. The excavated soil will be replaced immediately thereafter. This is expected to occur within four weeks of the initial excavation to minimize the time the disturbed soil is exposed. Construction of the building should be largely complete eight to ten weeks after the foundations are built. Landscaping—the grounds immediately surrounding the building will be shaped and landscaped as soon as the exterior of the building is finished. All exposed soil will be seeded with ground cover natural to the area to seal and protect the land from erosion. The driveway will be regraded and covered with a finish layer of gravel. The site will be maintained in a clean and orderly state and care taken to ensure that there is, in fact, adequate control of erosion and stormwater runoff. The General Contractor will take necessary steps to guarantee compliance with the goals and requirements of this plan. 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. )t--A 71/ 0 Signature of Owner/Agent Date 02/15/00 6 ..._.... 1 \,,,,7)_ . 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Jefferson County Permit Center * Department of Community Development (7.;. c 621 Sheridan Street,Port Townsend WA 88368[3601378-4450 %7-r- UH.-versic 0104 Dor- 0 Tell e iolloa,61 Glided ad eaxlzl ad fro vile: II Project Description: G*- S 7 CO C"�` �t N G1 Eat N L S 1 D EO C (-J4 1'T k-i 4 L14)C 1,W SO V' 9 Digit Parcel Identification Number (from your tax statement): 9 S 9 _ ®e 0 0 Site Address ( �l � � 911#: Road Name:G 1'l ,�J Ua AN Zip Code: � g g Legal Description Subdivision Name: Q OS� C� tJC,)' 1 3 C- S Block: Lot(s): Section`pweit as 1, 7,032� Township: 30 �o Range: i W Parcel Size (acres or square footage): S , 3 L/ ALR..s Property Owner. A,NtS ,Cko-ts-tvst4sao \CT0(2,-)A :N\4 CoC) —%T°.? Phone: Mailing Address:u I �c � �•Q -�����P [ �11J ) c--)� (L tzs �..L Col s Applicant/Occupant: Phone: (if different from owner) Mailing Address: Authorized Rep: Phone: Mailing Address: General Contractor: Or Manufactured Home Installea�Q.1�5 W ,��Q,,s^TM-C K1 Phone: 2) Mailing Address: SqQ i o®y9 -x�`i1~��.� N;� JWIWO—kOco:IsLpNfl;I3A 9$1t `loa Contractor's State License Number: �, S C , [ Expiration Date: 11 ©n Septic Designer: Phone: Mailing Address: Architect:/Engineer: Phone: Mailing Address: Loan Lender/General Phone: 12 Contractor's Bond Holder: 1 .L.c ((, gee 4 (' Mailing Address: FOR O iC: USE ONLY Fire District: Planning Area: School District Zone: 4/98 H:\home\pincntr\forms\universal plot plan