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Home My WebLink AboutBLD2002-00092 • • 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 #: BLD02-00092 Received Date 02/21/2002 SITE ADDRESS: 1055 DEER CREEK RD Issue Date 04/2/2002 QUILCENE, 98376 APPLICANT: GEORGE B GREENWOOD PHONE: (360)297-5809 JILLIAN C GREENWOOD PO BOX 1232 KINGSTON WA 98320 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 601032001 Section: 3 Township: 26 N Range: 01 W CONTRACTOR: REIJNEN CONSTRUCTION PHONE: (206)842-4409 490 MADISON AVE N #101 BAINBRIDGE ISLAND WA 98110 Contractor's License: REIJN**022D0 Expires: 12/31/2002 LOAN LENDER/ BOND HOLDER: (3,,(3,01tGA) 01- +0 AO PROJECT DESCRIPTION REQUIRED INSPECTIONS: i BAC" / Footings: [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: .efpjc ?-a6 -0 -z [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Septic System Final Approval: [ ] Zoning Final Approval: [t4 Final/Occupancy Approval: fltJk k-Vy HEALTH DEPARIMENT 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. SPECIAL CONDITIONS APPLY-SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • SPECIAL CONDITIONS FOR CASE BLD02-00092 1.) The application was reviewed by the Jefferson County Department of Community Development staff on February 25, 2002 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Landslide I, Conservancy Shoreline, SUSC Aquifer Recharge, Type 4 Stream. 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological 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. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 5.) A Type 4 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 100-feet. The setback shall be measured horizontally from the Ordinary High Water Mark(OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 6.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 7.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine(Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar (Thuja Plicate), and Western Hemlock(Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry (Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow(Saliz Lasiandra), and Scouler's Willow (Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean Spray (Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant(Ribes Sanguirieum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry (Vaccinium Parvifolium). 8.) A vegetative buffer of 100-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 9.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 10.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." IIII 11.) All construction activities s all not encroach upon the buffer. This incl s the storage or preparation of materials. 12.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 13.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 14.) The identified Fish and Wildlife Habitat Area (Type 4 Stream), shall maintain a vegetative buffer setback of 100-feet. The setback shall be measured horizontally from the Ordinary High Water Mark(OHWM) to the Addition to the Single Family Residence and Artist Studio. 15.) An additional setback of five (5) feet is required from the edge of the buffer area to the proposed Addition to Single Family Residence and Artist Studio. 16.) A permanent physical separation along the boundary of the buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 17.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The sings shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 18.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 19.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 20.) Maximum lot coverage is not to exceed 25%. 21.) Minimum setback from Deer Creek Road is 20 feet. Minimum side and rear setbacks are 5 feet. 22.) The building height is not to exceed 35 feet. 23.) The parcel has been designated RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 24.) Deer Creek Road (P484) is a private road. A road approach permit is not required. A Road Maintenance Agreement was recorded April 3, 1997 under AFN399439, Volume 573, pages 566-575. 25.) A septic permit(SEP95-00208) for a two bedroom system was finaled on 12/23/1996. A Declaration of Restrictive Covenant was recorded March 5, 2002 under AFN 453136 stating the dwelling and its on-site sewage disposal systen have been permitted for limited bedroom capacity. Any lease, rental, sale, or use in excess of two (2) bedrooms will result in a violation of the permit and may affect occupancy. 26.) A building permit(BLD96-00303)was finaled on 12/05/1996 for a garage/storage building. Building permits for a single family residence (BLD96-00402) and a garage (BLD99-00712) (with associated environmental review, CAR96-00109)were finaled on 1/28/2000. 27.) This approval is for an addition to a single family residence and remodel artist studio only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 28.) The site plan as submitted with the building applications on February 21, 2002 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated March 6, 2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 29.) A Declaration of Restrictive Covenant was recorded under AFN 453136 March 5, 2002 stating the dwelling and its on-site sewage disposal system have been permitted for limited bedroom capacity. Any lease, rental, sale, or use in excess of two (2) bedrooms will result in violation of the permit and may affect occupancy. O 30.) A corrected Well Cuba and Maintenance Agreement shall be reccTled and submitted to Jefferson County prior to final of the building permit. • i:\F_BLD_Permit_Buildng.rpt 10/29/19 • BUILDING PERMIT APPLIA TION LAOw 00086 Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00092 Received Date: 2/21/2002 SITE ADDRESS: 1055 DEER CREEK RD QUILCENE, 98376 OWNER: GEORGE B GREENWOOD PHONE: (360)297-5809 JILLIAN C GREENWOOD 1055 DEER CREEK RD QUILCENE WA 98376 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 601032001 Section: 3 Township: 26 N Range: 01 W CONTRACTOR: PHONE: PHONE: REPRESENTATIVE(S): EDWARD CARR 1333 N NORTHLAKE WAY STE H SEATTLE WA 98103 PROJECT DESCRIPTIO REMODEL ARTIST STUDIO-- 'kerYtecta A1-0�' �,�I. 11 TYPE OF WORK RES SQUARE FOOTAGE: (; t TYPE OF IMP ALT MAIN: VALUATION 30,000.00 ADD'L: ere'6 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 2WELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: 1 Seismic Streams Total: Total: 1 Flood Way Floodplain F&W Landslide Routing Date: Shoreline Aquifer - Forest: Commercial aRural Proximity Plat ConditiQps Type Amount Paid By: Date: Receipt: Permit $441.75 MAM 02/21/02 45648 AppOt4ED Plan Check $132.53 MAM 02/21/02 45648 State Building Code $4.50 MAM 02/21/02 45648 APR 0 2 ZOOZ Total: $578.78 .* DEFT.OFSIGNATURE MMUNITY DEVELOPMENT CO: 1 III �SOtV n Departllleiit Of 13Mlanmdty DeYelo t w4 °,� 621 Sheridan Street,Port Townsend WA 8838813601378-4450 c 0 rmaACm Project Description:Building Type: ject Type: Frame Type: le Farrel Sing y ew K.Wood Garage_Attached/Deta ��6 2 �p2 . ddition 7: Steel Modular , A Iteration/Remodel 7 Concrete Commercial 1 R pair Masonry Mulct-family/#of Units �-�`�E vN DEIE OP 0 molition F>to UtAk { I Other: Industrial OEP.1 °F COMM , Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: p u Sewer 77 Community System Electricity I Oil Proposed: i Proposed: Individual System I Woodstove %Propane Total: ( Total: b If not sewer,fill out the following: I Heat Pump I Conventional /Alternative,/ Other Permit# SEP '11 c-oloK Water Supply: I Private well I Two Party Well Public:Name of water system: Square Footage: /�� For Office Use Only Main Floor lsf� � /J 1Z / Consistency Review , Floor50 Base fee L 9 ' • -15 3rd Floor Plan Check fee \ cE a S 3 Htd Basement State Surcharge fee 9 4Y.-( 4 1 Unhtd Basement Subtotal 5 o jGarage/Carport Pot Water Review fee rcf'V-Q _o fv, Q Jo Decks 911/Rd Approach fee ' Commercial TOTAL c //- ' - 1 Industrial Receipt# 11 3" b V tg- 1 Other Cash/Check# .� 33 7 Total Valuation: Initials CO4 Or Date O -! —6A. Estimated ost: 4.30 i ddU 1 If withi _ 200' of the Shoreline, 2 Distance to nk or Ordinary High W ark 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 attorney'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. 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