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HomeMy WebLinkAboutBLD2004-00432 0 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00432 Received Date 06/29/2004 SITE ADDRESS: 147 ORCAS DR Issue Date 07/13/2004 PORT TOWNSEND, 98368 APPLICANT: MYSTERY BAY COTTAGES LLC PHONE: (360)379-6580 1253 GRIFFITH POINT RD NORDLAND WA 98358-9502 SUBDIVISION: Block: Lot: TX 8 PARCEL NUMBER: 901182008 Section: 18 Township: 29 N Range: 01 W CONTRACTOR: MYSTERY BAY COTTAGES LLC PHONE: (360)379-6580 1253 GRIFFITH POINT RD NORDLAND WA 98358 Contractor's License: MYSTEBC975PT Expires: 10/30/2005 PROJECT DESCRIPTION: NEW SFR W/PORCH 1QUIRED INSPECTIONS: SETBACKS: EX UFFER: ti0�Ak— Footing: '• ' (p-- (,t"bq Foundation:0), fp•1 0A-- g Stormwater FINAL Approval. / -A.r Os' b6 Underground Plumbing: Underground Insulation: Shear Wall : // /-6tif-os' Q4 Framing: , _- . 1 KPlumbing?---77 Z.,510 .-- W . c.JW Propane Tank/Lines: /1°7-- -:.*___,I.: D Insulation: 7 /6) XISheetrock: `/ i �S' _ Septic Syt m Final A proval: 1 1 Road Approach Final Approval: prtVD -e__ [ ] Zoning Final Approval: g Final/Occupancy Approval: OK 4r GA //_ /rn HEALTH DEPARTMENT AND PUBLIC WORKS 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. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE • • SPECIAL CONDITIONS FOR CASE # BLD04-00432 1.) The application was reviewed by the Jefferson County Department of Community Development staff on September 9, 2004 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: Conservancy Shoreline Designation, Type 5 stream, Seismic Hazard Areas, Level Landslide Hazard Areas, Susceptible Aquifer Recharge Areas and High Risk Seawater Intrusion Protection Zones (SIPZ). 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.) 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. 6.) 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). 7.) 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. • • 8.) 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). 9.) 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. 10.) 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. 11.) 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." 12.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 13.) 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. 14.) 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. 15.) 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. • • 16.) 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. 17.) The applicant is proposing to create or add 1224 square feet of impervious surface and 2460 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal shall adhere to Best Management Practices (BMPs). 18.) 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). 19.) The site plan as submitted with the building permit application on June 29, 2004 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 July 12, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 20.) This approval is for a single family residence with porch 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. 21.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 22.) 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). 23.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 24.) The building height is not to exceed 35 feet. 25.) Minimum setback from Old Gardiner Rd right-of-way shall be 20 ft. Minimum setback from the private igress/egress easement shall be 20 ft from edge of right-of-way. Minimum side yard setbacks shall be 5 ft. Minimum setback from top of bank adjacent to shoreline bluff shall be 40 ft. 26.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 27.) A septic permit(SEP04-00037)was approved on February 26, 2004 for a system of 360 gallons per day. • 28.) The site is accessed via Orcas Dr Ext(P337), a private road. Access to this parcel is granted through easements for road purposes pertaining to a portion of the subject parcel dated December 26, 1967 abd filed of record January 16m 1968 under AFN 194846 and AFN 194847 wuth Jefferson County Auditor's office. The road approach is existing and an address of 147 Orcas Dr has been assigned to the parcel. 29.) This parcel is served by Discovery Bay Village water system. 30.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through #12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. 31.) A minimum of two (2)on-site parking spaces are required for the single family residence. 32.) A Type 5 stream is mapped on the parcel. A Type 5 stream is defined as: "Type 5 Waters" means all segments of natural waters within the bankfull width of the defined channels that are not Type 1, 2, 3, or 4 Waters. These are seasonal, nonfish habitat streams in which surface flow is not present for at least some portion of the year and are not located downstream from any stream reach that is a Type 4 Water. Type 5 Waters must be physically connected by an above-ground channel system to Type 1, 2, 3, or 4 Waters. The culvert under Highway 101 and emptying onto Old Gardiner Rd does not lead to a defined channel. 33.) Jefferson County Department of Community Development staff conducted a site visit on November 24, 2003 and determined a Type 5 stream did not exist on the subject parcel. I:\F_BLD_Permit_Buildng.rpt 10/29/19 14, CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD04-00432 SITE ADDRESS: 147 ORCAS DR Issue Date: 07/13/2004 PORT TOWNSEND, 98368 Final Date: 1/20/2006 APPLICANT: MYSTERY BAY COTTAGES LLC PHONE: (360) 379-6580 1253 GRIFFITH POINT RD NORDLAND WA 98358-9502 SUBDIVISION: Block: Lot: TX 8 PARCEL NUMBER: 901182008 Section: 18 Township: 29 N Range: 01 W PROJECT DESCRIPTION: NEW SFR W/PORCH ALSO A/G 120 GAL PROPANE TANK THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 1997 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 1/20/2006 X-r2 k•.\\. 31 /6/ 0 (c, Building Official Signature � Date I:\F_BLD_Occupancy.rpt 10/29/19c • 410 8 BUILDING PERMIT APPLICATION Re ew Type-3: i Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: QLD04-00432 Received Date: 6/29/2004 SITE ADDRESS: 147 ORCAS DR PORT TOWNSEND, 98368 OWNER: MYSTERY BAY COTTAGES LLC PHONE: (360) 379-6580 1253 GRIFFITH POINT RD NORDLAND WA 98358-9502 SUBDIVISION: Block: Lot: TX 8 PARCEL NUMBER: 901182008 Section: 18 Township: 29 N Range: 01 W CONTRACTOR: MYSTERY BAY COTTAGES LLC PHONE: (360) 379-6580 1253 GRIFFITH POINT RD NORDLAND WA 98358 Contractor's License MYSTEBC975PT Expires 10/30/2005 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SFR W/PORCH TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 755 VALUATION 102,420.00 ADD'L: 715 HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 274 SETBACK: 40 BANK HEIGHT: 44 SEWAGE DISPOSAL: CON WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 3 Seismic Streams Total: 3 Total: 3 Flood Way Floodplain Routing Date: 7(( (oqPH? F&W Shoreline Landslide Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: H A F RO V E Permit $1,010.55 KAS 06/29/04 66460 " Plan Check $656.86 KAS 06/29/04 66460 JUL 1 3 2001 State Building Code $4.50 KAS 06/29/04 66460 Potable Water Application $52.00 KAS 06/29/04 66460 Jefferson County Planning Total: $1,723.91 Building Department i Gl ofectf • • Jefferson County Department of Community Development _�_ .;.� � ' ' 621 Sheridan Street,Port Town nil WA 88388,_7601178-4450 .. 1101 / i pp © ©n ':.1N 29 2004 t~� Project Description: OIQel S 6121 VE e.07Tf4G-E ".f�ERSOh" COUNTY p ;;AbIlltrlll'QE,' ,r,Eie'. i Building Type: Pr9ject Type: Frame Type: I Single Family V New /Wood Garage Attached/Detached Addition Steel Modular Alteration/Remodel 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: }ewer Community System /Electricity LLOil Proposed: Proposed: ✓Individual System Woodstove Vi ropane Total: Total: 3 If got sewer,fill out the following: Heat Pump V Conventional Alternative Other Permit# SEP 04"00037 Water Supply: // Private well Two Party Well t/Public:Name of water system: D/SeO UER.V 14 y V/LIA-&E (,0ATER, C.Q• Square Footage: 2C�Q�Q "' 1ST( Por Office Use Only c (� S ' 1 1 40 Main Floor 7Consistency Review 40 2ND 2ND Floor I / b AID(16. 20 Base fee (C)(0• S5 3rd Floor Plan Check fee - S6 Htd Basement State Surcharge fee e .SC Q Unhtd Basement Subtotal t I 6'7 I.4 Garage/Carport Pot Water Review fee TS .co (-1%.lista c t— 4 eeies• POAMES 7 • . 911/Rd Approach fee Commercial TOTAL, �,,q i Industrial (o2Ef19• 1.6 Receipt# 40 6 440 Other ,']��O Cash/Check# le( C Total Valuation: 4 v Initials /KG Or Date p`2•- t l O 4- Estimated Cost: f F010 /V If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark 4.3. 1S / ft.Bank Height 4 0 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: 1. gilott, Date: (o -a g-01F OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01