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HomeMy WebLinkAboutBLD2003-00286 • BUILDING PERMIT APPLIC.I MLA03-00251 �N Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00286 Received Date: 5/6/2003 SITE ADDRESS: 267 SIERRA TRAIL QUILCENE, 98376 OWNER: CHARLES E STIRLING PHONE: (206)528-7480 CAROL SUE DAVIS 6037 6TH AVE NE SEATTLE WA 98115-6519 SUBDIVISION: Block: Lot: PARCEL NUMBER: 601324003 Section: 32 Township: 26 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI' SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,312 VALUATION 150,000.00 ADD'L: 766 HEAT TYPE: WOD CODE EDITION: 1997 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 2 Seismic Streams Total: 2 Total: 2 Flood Way Floodplain Routing Date: Q F&W Landslide t /03 Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: d Permit $1,273.75 MAM 05/06/03 56092 Plan Check $827.94 MAM 05/06/03 56092 State Building Code $4.50 MAM 05/06/03 56092 AUG �003 Potable Water Application $0.00 MAM 05/08/03 Jefferson County Planning Total: $2,106.19 & Building Departm t A‘/(41'9‘ riCc64/ BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00286 Received Date 05/6/2003 SITE ADDRESS: 267 SIERRA TRAIL Issue Date 08/15/2003 QUILCENE, 98376 APPLICANT: CHARLES E STIRLING PHONE: (206)528-7480 CAROL SUE DAVIS 6037 6TH AVE NE SEATTLE WA 98115-6519 SUBDIVISION: Block: Lot: PARCEL NUMBER: 601324003 Section: 32 Township: 26 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: [ ] SETBACKS: OK 9//3 [ ] UFFER: [ ] Footing: QImot E2 OK !/3 03 j [ ] Foundation:f .pRimp-r Ok /3/03 ,'1 [ ] Underground Plumbing: L(G ,rsenut IfEAD �assacE2 -rDk �aG3� tyc —nu— dtq/0/ [ ] / O Underground Insulation: [ ] Shear Wall : J/( /d ®03 [ ] Framing:1,,l(c,Ortn.)-L, 4-o'•( ( 1 Plumbing:t)\- 4ypy 6-16-a4 (l R-7--b(.. [ ] Propane T nk/ Lines: 1ej�- ✓ (1 [ ] Insulation• 6 -3 --ati ( 1 Sheetroc L -CI --0/ [ ] Septic S em Final Approval: ( 1 Zoning Final Approval: [ ] Final/Occupancy Approval: 9-2 1-oef HEALT DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PE MIT 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 CASE # BLD03-00286 1.) The application was reviewed by the Jefferson County Department of Community Development staff on May 27, 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 5 Stream; Levels 1, 2, &3 Landslide Hazard Area; Susceptible Aquifer Recharge Area, Coastal & High Risk Seawater Intrusion Protection Zone (SIPZ). 2.) A Special Report was submitted in conjunction with the application to address the aquifer and the Seawater Intrusion Protection Zone. The report prepared by Roy Jensen and Associates dated July 17, 2003 determined there is a reasonable probability that pumping at the Stirling well will not cause significant degradation from seawater intrusion to the aquifer. It further submitted water sample laboratory reports for six samples taken over two days from the proposed well with the concentration of chloride detected ranging between 120 and 175. The report recommended actions to minimize impacts of seawater intrusion in the future and recommended monitoring future water conditions. (See conditions for this permit.) 3.) GIS Mapping, specifically hillshade layer with the elevation tool, identifies a ridge line located at the top of the bluff. A site visit June 6, 2003 confirmed the parcel gradually slopes upward from the eastern edge of the parcel to the ridge line. To the west of the ridge line, steep slopes with a switch back trail exist leading toward the shoreline. All development and stormwater management measures are to be 30 feet landward (to the east)of the ridge line and will not be located within a landslide hazard area or its' buffer. 4.) 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. 5.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 6.) 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. 7.) 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. 8.) A Type 5 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 50-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. 9.) 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. i 10.) Among the native conifer species which may be used in buffers or for re-vtation 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). 11.) Marine shorelines and islands are susceptible to a condition that is known as 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. 12.) The parcel is located within a High Risk SIPZ (seawater intrusion protection zone) according to the County GIS map. There are 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 High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses above 200 milligrams per liter(mg/L). 13.) 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. 14.) 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. 15.) 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." 16.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 17.) 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. 18.) 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. 19.) The identified Fish and Wildlife Habitat Area (Type 5 Stream), shall maintain a vegetative buffer setback of 50-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM)to the proposed single family residence. 20.) An additional setback of five (5)feet is required from the edge of the buffer area to the proposed single family residence. 21.) 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. 22.) 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 signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 23.) MANDATORY MEASURES OF HIGH 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. 24.) MANDATORY MEASURES FOR HIGH RISK SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirements: a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106 for a new groundwater well within 100 feet of a sea-salt water intrusion area per WAC 173-160-171 (i.e., within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an Ecology variance, applicant must provide evidence through a hydrogeologic assessment (relevant components of an Aquifer Recharge Area Report per UDC 3.6.10.e) of a reasonable probability that the subject aquifer will not be degraded by the proposed use of well. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 25.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator- attached). 26.) A flow meter shall be installed prior to final sign off of the building permit. 27.) On-going well monitoring for chloride concentration is required. The property owner shall allow access to Jefferson County PUD or approved contractor to take samples as required. 28.) The applicant shall comply with the recommendations of the Hydrogeologic ssessement prepared by Roy Jensen and Associates dated July 17, 2003 including the following: 1. A water meter shall be installed on the proposed well to monitor water usage. Meter readings shall be submitted to Jefferson County at minimum of twice per year. 2. Samples of water should be collected from the well and analyzed by a certified laboratory for conductivity and chloride twice a year(recommended sampling in April and August) per report instructions. 3. Water conservation measures are recommended including installing low-flow fixtures, limiting irrigation, and the use of dishwasher and clothes washer only with full loads. 4. Intercepted precipitation (roof drains, drive runoff, etc.) should be detained and infiltrated on-site to the maximum extent possible. 29.) The applicant is proposing to create or add 1,529 square feet of impervious surface and 1,600 square feet of land disturbing activities within a mapped landslide hazard area. 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. 30.) 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. 31.) 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). 32.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes rooftops, driveways, concrete, etc. 33.) The building height is not to exceed 35 feet. 34.) Minimum setback from Sierra Trail easement is 20 feet. Minimum side and rear setbacks are 5 feet. Environmentally sensitive areas further affect setbacks. 35.) This parcel is a legal conforming parcel designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 36.) Sierra Trail is a private road identified as P543. A road approach permit is not required, and an address of 267 Sierra Trail has been assigned to the parcel. 37.) A septic permit (SEP88-00088)was finaled November 29, 1989 for a 4 bedroom system. 38.) A building permit (BLD99-00576)for a garage was finaled April 12, 2000. Associated critical area review (CAR99-00376)was completed September 1, 1999. 39.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 40.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Unified Development Code (UDC)Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage)yard and allowed as a Permitted Use in Table 3-1 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 41.) The revised site plan as submitted for the building application on June 26, 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 August 11, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 42.) This approval is for a Single Family Residence 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. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 0 Jefferson Counikepartment of Community Development tr,t� SO1,. °°6 621 Sheridan Street,Port Townsend WA 88368 60]378-4450 �, PrmotAp ©© 0© — MAY - 6 2003 ! Project Description: __ Building Type: Project Type: eft- Frame Type: ; , ® Single Family f New .....— P. Wood ❑ Garage Attached/Detached ❑ Addition ❑ Steel 0 Modular ❑ Alteration/Remodel 0 Concrete • ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: • Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: 2. Proposed: --2, ❑ Individual System it Woodstove CV Propane Total: 2 Total: If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alt rnative ❑ Other Permit# SEP 8 Water Supply: Sr —08 ❑ Private well . ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor I " 12, 131,47.34. �� �� f ConsistencyReview Q•�f,QQ �2ND Floor ((4±4) Base fee 3.1's 3�Floor `�6 •—'`' Plan Check fee—65% gz-7.`l Htd Basement r S State Surcharge fee 4 .50 Unhtd Basement [3 Subtotal ,2 trj'' . 'q Garage/Carport Pot Water'Review Decks 911/Rd Approach fee d Commercial TOTAL Q� • 1 et Industrial Receipt# 5 Co O cra Other Cash/Check# Z-z-33 I Total Valuation: Initials _POr \ Date Estimated Cost: • Slb 5 a) 0� If within 200' r the Shorelin Distance to Bank or Or. ary •'•h 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. 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