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HomeMy WebLinkAboutBLD2003-00209 • BUILDING PERMIT APPLI*TION MRLA03 00 Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00209 Received Date: 4/2/2003 SITE ADDRESS: 11 BLUE RIDGE RD PORT TOWNSEND, 98368 OWNER: STEPHEN N CORDZ PHONE: JULIA B CORDZ PO BOX 4381 HOUSTON TX 772104381 SUBDIVISION: Block: Lot: 22 PARCEL NUMBER: 001195142 Section: 19 Township: 30 N Range: 01 W CONTRACTOR: SCHWEIZER CONSTRUCTION CO PHONE: (360)385-7119 6727 CAPE GEORGE RD PORT TOWNSEND WA 98368 Contractor's License SCHWECI001BG Expires 1/11/2004 REPRESENTATIVE: LARRY TRAAEN PHONE: (425)820-0829 12040 98TH AVE SUITE 102 PROJECT DESCRIPTIOP SINGEL FAMILY RESIDENCE WITH ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,732 VALUATION 450,000.00 ADD'L: 1,121 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: 939 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: SHORELINE: GARAGE: 960 CONST TYPE: DECK: t� 50 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL:_, SS ___ 0�j WATER SYSTEM: 2WELL � b9-� PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: 3 Exist: ? Wetland Erosion Prop: Prop: ,..41'" 3 Seismic Streams = -Total: - Total: / - Flood Way Floodplain 'outing Date_ F&W Landslide 0� fr Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: nproved/Date � Permit $2,953.75 MAM 04/02/03 55981 R®v E State Building Code $4.50 MAM 04/02/03 55981 Plan Check $1,919.94 MAM 04/02/03 55981 MAY - 6 2003 Potable Water Application $50.00 MAM 04/02/03 55981 Jefferson County Planning Total: $4,928.19 & Buildi g Depa,tment (i." 1 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00209 Received Date 04/2/2003 SITE ADDRESS: 11 BLUE RIDGE RD Issue Date 05/6/2003 PORT TOWNSEND, 98368 APPLICANT: STEPHEN N CORDZ PHONE: JULIA B CORDZ PO BOX 4381 HOUSTON TX 77210-4381 SUBDIVISION: Block: Lot: 22 PARCEL NUMBER: 001195142 Section: 19 Township: 30 N Range: 01 W CONTRACTOR: SCHWEIZER CONSTRUCTION CO PHONE: (360)385-7119 6727 CAPE GEORGE RD PORT TOWNSEND WA 98368 Contractor's License: SCHWECI001BG Expires: 01/11/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE ATTACHED GARAGE VW t#4 i ",s-Ld 10/i2.( 03 RE U1RED INSPECTIONS: ['( SETBACKS /Footings:0 _ b " << --6�" [ ] Foundation: ' 0. .-6/- 7 7-`' 62-4Mc01";,-z.. 9 S-a 1 [ ] Underground Plumbing/Underground Insulation: LAG- pLsu,, 1-16-o-g /464T rt-/•36-s i,nis J 9-C. 4-/ - [ ] Shear Wall: [ ] Framing/Plumbing: (i/(oJ'l /22.24-01 1 Propane Tank/Lines: C.-t-►N� t(�L I�23`�0� Ct/fr X: (, 41,2/ 1�/ [ ] Insulation: 4' f/V°� . (j �/ f 1 Sheetrock: - ( -IS. -O r 1 1 Septic System Final Approval: _ [ ] Zoning Final Approval: 1 Final/Occupancy Approval G x .-N J�i HEALTH EPA ME A ROVAL 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 FOR C• # BLD03-00209 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on April 21, 2003 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: Type 1 Landslide Hazard Area (slight), Susceptible Aquifer Recharge Area. 2.) A letter dated October 10, 2002 from Washington State Department of Natural Resources determined the draw mapped as Type 5 stream is not considered a typed water under WAC 222-16-031(5). This review was conducted under review of the Discovery Ridge Div 4 & 5 subdivision. 3.) 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. 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) 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. 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 Plicata), 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)Sala! (Gaultheria Shallon), Ocean Spray(Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), 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 30-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." 11.) All construction activities shall not encroach upon the buffer. This includes 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 applicant is proposing to create or add 7,339 square feet of impervious surface and 7,339 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Small Parcel erosion and Sediment Control Plan. 15.) A Small Parcel Erosion and Sediment Control Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 16.) 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). 17.) The building height is not to exceed 35 feet. 18.) Minimum setback from the easement for Blue Ridge Rd is 20 feet. Minimum side and rear setbacks are 5 feet. Environmentally Sensitive Areas further affect setbacks. 19.) Maximum lot coverage is not to exceed 25%. 20.) A minimum of four(4)on-site parking spaces are required for a single family residence and accessory dwelling unit(ADU). 21.) This parcel was created through the Discovery Bay Ridge Div V Subdivision recorded October 25, 1999 under AFN 427989. 22.) This parcel is a legal nonconforming parcel designated as Rural Residential 1:20 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 23.) Blue Ridge Rd (P552) is a private road. A road approach permit is not required. An address of 11 Blue Ridge Rd has been assigned to the parcel. 24.) Potable Water is provided to this site by a two party well located off site. 25.) A septic permit (SEP03-00086)was approved May 2, 2003 for a system with capacity of 600 gallons per day. 26.) Development review staff conducted a site visit April 25, 2003. The site is cleared along the driveway and the proposed building site. The remainder of the parcel is vegetated. Steep slopes exist to the south/southeast of the building site and require a 30 foot buffer. 27.) The revised site plan as submitted with the building application on April 30, 2003 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 May 5, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 28.) This approval is for a Single Family Residence with an attached Garage with 1 Bedroom Accessory Dwelling Unit(ADU)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. is\F_BLD_Permit_Buildng.rpt 10/29/1999 ` ' A Jefferson 4D�art�nt of Community Development (--- 4' O°�\ 621 Sheridan Street,Port Townsend WA 083681360)378-4450 '� 0 PErMat �5prr �� Pn ° p8cfi© n Project Description: l Gt►^G al �'►tl fl e..ti a.^- ' O O l " l 9 5- /i 2,Building Type: Project Type: Frame Type: L�Single Family NJ New l(Wood M....Garage Attacchhe d/77petache ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial I ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: `/ Proposed: I (p'Individual System ❑ Woodstove VPropane Total: 5/ Total: Y If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: ❑ Private well ❑ Two Party Well!`7 Public:Name of water system: Square Footage: For Office Use Only Main Floor I 73 2 u 3 cv 4. q W Consistency Review 47.00 2ND Floor /i ,2 I 13113. 8$ Base fee 02153.7S' 3rd Floor Ay/9 Plan Check fee-65% i R •q` . Htd Basement 91,3 9 (21 1. q 2.. State Surcharge fee �•SC) Unhtd Basement i✓/r9 ZZ {,►27• 20 Subtotal 1 45' 19 Garage/Carport ??‘c * r Pot Water Review fee O l•co Decks -SO I_, O • 911/Rd Approach fee CP Commercial /2:041- LP TOTAL 5OO **I Industrial Receipt# 55 9 r i Other Cash/Check# 5(5t. Total Valuation: Initials KO Or ) Date A-1 53 Estimated os# 50 oov If within 00' of the Sho ne, Distance to Ba ary 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 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. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Signature: Date: ,z‘-.?0,5 3 OVER H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01