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HomeMy WebLinkAboutBLD2003-00265 BUILDING PERMIT APPLICIION MRLA03 0eview 0p223 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00265 Received Date: 4/28/2003 SITE ADDRESS: REEF RD NORDLAND, 98358 OWNER: KEVIN R PURCELL PHONE: (360)379-5178 LUCIA MEIJER 67 REEF RD NORDLAND WA 98358 SUBDIVISION: KILISUT REEF ESTATES Block: Lot: 1 PARCEL NUMBER: 021184005 Section: 18 Township: 30 N Range: 01 E CONTRACTOR: DISCOVERY BAY CONST CO INC PHONE: 385-4372 PO BOX 1410 PORT TOWNSEND WA 98368 Contractor's License DISCOBCO90B9 Expires 8/20/2003 REPRESENTATIVE: VICTORIA CARTER ARCHITEC- PHONE: (360)385-4372 117 E LOUISA ST #301 PROJECT DESCRIPTIOP STUDIO W/ BATHROOM & LOFT TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 464 VALUATION 140,000.00 ADD'L: 209 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 65 SETBACK: 76 BANK HEIGHT: 76 SEWAGE DISPOSAL: OSS WATER SYSTEM: PWELL 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 Routing Date: cicio nn �, F&W Landslide `� ( ; ("'�-S/ Shoreline Aquifer Forest: Commerci/all Rural eI Type Amount Paid By: Date: Receipt: Apr tev E Permit $1,223.35 MAM 04/28/03 56078 JUN 1 8 2003 Plan Check $795.18 MAM 04/28/03 56078 State Building Code $4.50 MAM 04/28/03 56078 Jefferson County Planning & Building Department Total: $2,023.03 4 C BUILDING PERMIT Jefferson County Departmi 621 Sheridan Street, Port entof Townsend,Commun Wty AD 98368Development (360)379-4450 FAX (360)379-4451 PERMIT#: BLD03-00265 Received Date 04/28/2003 SITE ADDRESS: 69 REEF RD Issue Date 06/18/2003 NORDLAND, 98358 APPLICANT: KEVIN R PURCELL PHONE: (360)379-5178 LUCIA MEIJER 67 REEF RD NORDLAND WA 98358 SUBDIVISION: KILISUT REEF ESTATES Block: Lot: 1 PARCEL NUMBER: 021184005 Section: 18 Township: 30 N Range: 01 E CONTRACTOR: DISCOVERY BAY CONST CO INC PHONE: 385-4372 PO BOX 1410 PORT TOWNSEND WA 98368 Contractor's License: DISCOBC090B9 Expires: 08/20/2003 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: STUDIO W/BATHROOM & LOFT(BEDROOM) R uISREED INSPECTIONS: [ SETBACKS /Footings: ek / �,,r�✓o [ Foundation: -/t , � [ ] Underground Plumbing/Underground Insulation: ' - -/� /AM$ OK_ 7/103, [ ] Shear Wall: [ ] Framing/Plumbing: w/khA C, //-t f-o-: 1 Propane Tank/Lines: [ ] Insulation: /),us 4, �., ,cst &k I i/2-Vo f 1 Sheetrock: O,e 4/24 63 1 1 Septic System Final Approval: [ ] Zoning Final Approval: 1 1 Final/Occupancy Approval: ,e)K A- C% Ø '/c,/o5V HEALTH DEPARTMENT APPROVAL REQUIRED P-IOR 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. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE REVERSE SPECIAL CONDITIONS FOR CIE A BLD03-00265 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on May 6, 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: Landslide Hazard II & III (Moderate to High), Conservancy Shoreline Designation, Fish & Wildlife Habitat, Susceptible and Sole Source Aquifer Recharge Area and Special Aquifer Protection Area, Coastal Seawater Intrustion Protection Area. 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.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 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) Salal (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.) Marine shorelines and island are susceptible to a condition that is known s seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 9.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy (Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 10.) 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. 11.) 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. 12.) 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." 13.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 14.) 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. 15.) 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. 16.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. O17.) VOLUNTARY MEASURES COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 18.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 19.) Development Review Staff conducted a site visit of the subject parcel May 13, 2003 and determined the parcel is well vegetated with fir, cedar and underbrush. Tthe location of the proposed studio is approximately 72 feet from the top of the shoreline bluff. Staff discussion and review of photographs and mapping of the site led the Administrator to determine a geotechnical report will not be required for this proposal. 20.) The applicant is proposing to create or add 953 square feet of impervious surface and 420 square feet of land disturbing activities within a landslide hazard area. Sections 3.6.7, 6.6 and 6.7 of the Jefferson County Unified Development Code require that your proposal submit a Small Parcel Erosion and Sediment Control Plan. 21.) 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. 22.) Minimum setback from Reef Rd is 20 feet. Minimum side setbacks are 5 feet. Minimum setback from the top of the shoreline bank ranges between 72 and 76 feet depending on the location of proposed development. 23.) The building height is not to exceed 35 feet. 24.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes rooftops, driveways, concrete, etc. 25.) Lot 1 was created on July 21, 1980 through the Kilisut Reef Estates short Plat recorded under AFN 266616, Vol 1, Pg 149 of Short Plats. Parcel 021 184 005 was created through the survey on November 16, 1982 recorded under AFN 281036, Vol 5, Pg 194 of surveys. 26.) This parcel is a legal conforming parcel that has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 27.) Reef Rd (P141) is a private road. An address of 67 Reef Rd has been assigned to the parcel. 28.) A septic permit(SEP98-00215)was approved for a 3 bedroom system on October 14, 1999. A building permit(BLD98-00669)was approved for a single family residence on December 5, 1999. Associated critical area review/Binding Advance Determination (CAR98-00049)was approved November 19, 1998. A building permit (MLA03-00032/BLD03-00041)was approved February 12, 2003 for a storage shed. 29.) The revised site plan as subm�fed with the building application on May 14103 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 20, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 30.) This approval is for a studio with bathroom and loft 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. 31.) A minimum of two (2) onsite parking spaces are required for the single family residence. i:\F_BLD_Permit_Buildng.rpt 10/29/19 7W Jefferson CounSpartment of Community Development 4 6- 621 Sheridan Street,Port Townsend WA 98368(360)379-4450 \\1,„?...01-No,‘,4* Perm°? Alt __0'. °67-cir°cn 0 Project Description: i 2 8 2003 Building Type: Project Type: Frame T e: Single Family 4r/ JEFFERSON COUNTY ood' Garage Attached/Detached Addition DEPT.OF COMMUNITY GEvEi_Oi' ,Steet Modular Alteration/ emodel Concrete Commercial Repair Masonry Multi-family/#of Units Demolition Other: Indushial S j"f0/! ther: / Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: -0- Existing: Sewer Community System Electricity Oil Proposed: I Proposed: lndlividua1System Woodstove (Propane Total: Total: -� If not sewer,fill out the following: Heat Pump // Conventional Alternative Other Permit# SEP 94e "2•l S Water StIp ly:� (Private well Two Party Well Public:Name of water system: Square Footage: For Office Use Only 47.00 Main Floor ���'• S•f 07-g9•1yConsistency Review 2ND Floor Ft- 2 O 7 S•F. 1303•52, Base fee (27,3 - 3rd Floor Plan Check fee 7q S- t$ Htd Basement State Surcharge fee Le• Unhtd Basement Subtotal -2-D10•(f). Garage/Carport Pot Water Review fee Qne l,1 ©iJ ea) Qg4bS Decks �o S•F• t _ OS- 11/Rd Approach fee !�'t •0 Commercial f I, 1 -crt TOTAL 2-7 • 0 3 Industrial `l Receipt# ` �©.1g Other Cash/Check# (.7-f Q IF Total Valuation: Initials p2.0 Or / Date 4/ 2S (03 Estimated Cost: i ! 4-0 / a.6'd If within 200'o c`��� a •P �', eAn Distance to Bank or Ordinary High Water Mark 76 ft.Bank Height 76 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 r uested and shall occur during regular business hours. / Signature: _ Date: / /51a3 OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 oRIGINAL