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HomeMy WebLinkAboutBLD2003-00585 BUILDING PERMIT 41/1 Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00585 Received Date 09/22/2003 SITE ADDRESS: 502 BEACH DR Issue Date 12/5/2003 QUILCENE, 98376 APPLICANT: BJARKO SERKPA ARCHITECTS PHONE: (206) 545-1443 E 1050 N 39TH ST SEATTLE WA 98103 SUBDIVISION: Block: Lot: T21 PARCEL NUMBER: 701344028 Section: 34 Township: 27 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: NEW UNHEATED,ZERO PLUMBING STORAGE BLDG REQUIRED INSPECTIONS: [ ] SETBACKS: Ok ol, [ ] UFFER: /Jo [ ] Footing: OK //2/ a0' [ ] Foundation: ®R l.� Oy [ ] Underground Plumbin . [ ,V ] Underground Insulation [ ] Shear Wall : dk i Z�/v�n�L [ ] Framing:Q� 14" f 1 Plumbing: (/ %_/ [ ] Propane Tank/ Lines: 4 pAuE 1 i dk 3//7/o'fr (SE Oaf-GUI Oi1S) [ ] Insulation: J 11 Sheetrock: [ ] Septic Sytem Final Approval: 1 Zoning Final Approval: [ ] Final/Occupancy Approval: Ok -for 4'jrta j ez/.0.511iHEALTH DEPARTMENT APPROVAL REQUI 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 • M LA03-00530 BUILDING PERMIT APPLI �TION Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00585 Received Date: 9/22/2003 SITE ADDRESS: BEACH DR QUILCENE, 98376 OWNER: ERIC J FROINES PHONE: (206) 325-8727 SUSAN E WARWICK 206 EUCLID AVE SEATTLE WA 98122-6528 SUBDIVISION: Block: Lot: T21 PARCEL NUMBER: 701344028 Section: 34 Township: 27 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr NEW UNHEATED, ZERO PLUMBING STORAGE BLDG TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 0 VALUATION 20,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OTHER: CONST TYPE: GARAGE: 721 SHORELINE: CONST TYPE: SETBACK: DECK: SEWAGE DISPOSAL: c'e'S CON BANK HEIGHT: WATER SYSTEM: OTHER PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES_ NO__ AREA Exist: Exist: Wetland_ Erosion Prop: Prop: Seismic _ Streams _ Total: Total: Flood Way _ Floodplain Routing Date: 9// / ?-(.. F&W Landslide — Shoreline _Aquifer--- Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: A li' e.a.'' rn �/ ,f3 /E Permit $321.25 MZL 09/19/03 60033 Plan Check $208.81 MZL 09/19/03 60033 DEC - 5 2003 State Building Code $4.50 MZL 09/19/03 60033 Jefferson County Planning Total: $534.56 & uilding Department r r /nf�' /O 1/P V Y V tit/ Cg• v ©�v 0. `" - -` Jeffs � t . ... ,. I uinndty Devebpn t °�,� ;�::. �Slmidan Street,Port Townsend WA 68368(3601370-4450 o its �s° AP$c ?5©n JEFFERSON COUNTY DCD Project Description: Building Type: Froto Type: Frame Type: ❑ Single Family ***New 'Wood 111-"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: O Choose one: Existing Existing __Q_,__ ❑� Sewer ❑ Community System ❑ Electricity 0 Oil Proposed: U Proposed: �— CA/Individual Individual System CIWoodstove 0 Pro ane Total: 0 Total: P IIf not sewer,fill out the following: ❑ Heat Pump eConventional ❑ Alternative ❑ Other /Viol/€ Permit# SEP Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: '00/0 *ir7.7wed sys/&4(41 Square Footage: For Office Use Only Main Floor Consistency Review 47.00 2ND Floor Base fee 3ra I . 0.5 3rd Floor Plan Check fee—65% a D?,g Htd Basement , ir 1 State Surcharge fee f, _50 UnhtdBasemel lV Subtotal 5 - St..9 dolGarage/Carport f 0746 (02/ ee re f?iry Pot Water Review fee S T t v r Y111p 1 Decks 911/Rd Approach fee _ 1 qi= Cie) , Commercial .�� TOTAL a ., s e, Industrial ` 5 11 Z Receipt# ' 0 C Other Cash/Check# Total Valuation: Initials Or Date Estima Cost 4 ,,,,OG 0 If wit 00' oft oreline, Distance to Bank or Ordinary 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 d right o to Jefferson County and it's employees,representatives or agents for the purpose o pplica' n review and any required later inspections. Access and right of entry to the plicant' pr or structure shall be requested and shall occur during regular business hours. Signature: ii" Date: OVER -*- H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpernutApplication 11-8-01 • SPECIAL CONDITIONS FOR CASE # BLD03-00585 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 11/3/03 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 (conservancy) &Type 5 streams, seismic hazard, high landslide hazards &adjacent to recent landslide areas, aquifer recharge (susceptible), coastal SIPZ, and stormwater. 2.) A Geotechnical Report prepared by the Stratum Group dated October 27, 2003 was submitted in conjunction with the application to address the landslide hazards on the property. 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.) 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. 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.) 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 edge of the stream. Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 8.) The property is located within 200 feet of a Type 1 shoreline (conservancy). Although the proposed development is located away from the shoreline area, any new development located on the western portion of the lot would have to meet the requirements of the Jefferson County Shoreline Management Master Program (JCSMMP). Setbacks shall be 30 feet or 1 foot (horizontal)for each foot of bank height, whichever is greater. The setback shall be measured from the bank's edge when the bank's height exceeds 10 feet (See page 73 of the JCSMMP)from the shoreline. 9.) 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. 10.) Stream 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. 11.) 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). 12.) 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. • 13.) The parcel is located within a coastal SIPZ (seawater intrusion protection ite) 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. 14.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area, which are located north and west of the proposed structure. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 15.) A Geotechnical Report from the Stratum Group dated October 27, 2003 was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. The report recommended a minimum setback of 200-feet from the steep slope located in the western portion of the property. The proposed structure is located 325 feet from this slope. The proposed structure is also located 15 feet from the steep sloped area to the north as recommended by the geotechnical report. Setbacks shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed unheated storage building. 16.) 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. 17.) 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." 18.) All construction activities shall not encroach upon landslide hazard area buffers. This includes the storage or preparation of materials. 19.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffers 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. 20.) 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 (see attached). 21.) 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. 22.) 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 edge of the stream to the proposed unheated storage building. 23.) An additional setback of five (5)feet is required from the edge of the buffer area to the proposed unheated storage building. 24.) The proposed unheated storage building is located approximately 560 feet from the Type 1 stream located to the west and 335 feet from the Type 5 stream located to the southwest. Therefore, no marking of the stream buffers are required. 25.) This parcel is designated Rural Residential 1 dwelling per 5 acres by the Jefferson County Comprehensive Plan that was adopted on August 28, 1998. 26.) 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. 27.) MANDATORY MEASURES OR COASTAL 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 requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 28.) The applicant is proposing to create or add 621 square feet of impervious surface and 2,777 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 stormwater plan for a small project. 29.) 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. 30.) A Stormwater 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.) The front setback from Beach Drive (private road) is 20 feet from the edge of the right-of-way(east). There is a 15 foot setback from the top of slope located along the northern portion of the property. There is a 5 foot side setback to the southern property line, except for area adjacent to Beach Drive where there is a 20 foot setback from edge of the right-of-way. The rear setback (west) is approximately 325 feet to the top of the steep slope. Setbacks of all new proposed development in western portion of the site would be set through JC Shoreline Management Master Plan & geologically hazardous areas (landslide hazard zone), which is Section 3.6.7 of the Unified Development Code. 33.) Two off-street parking spaces are required. 34.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 35.) The building height is not to exceed 35 feet. 36.) The following is a summary o e recommendation from the geotechnical port completed by the Stratum Group dated October 27, 2003. 1. There shall be a 200 foot setback from the top of the shoreline bluff located on the western portion of the property. 2. There shall be a 15 foot setback from the top of the slope located along the northern portion of the property. 3. Any shoreline protection requires approval from Jefferson County Department of Community Development. 4. Roof drains and any other drainage (for the anticipated home site)should be discharged into rigid perforated dispersion pipe. The dispersion pipe should be placed in a level infiltration trench excavated perpendicular to the slope on the south side of the ridge. 5. Site grading, soils, landscape debris, or any other materials should not be placed over the bluff, at the top of the bluff(or in the 30 foot vegetated buffer) of the steep bluff located at the western portion of the property or the top of slope located along the northern portion of the property. 6. Native vegetation should be disturbed as little as possible. No trails or grading within 30 feet of the bluff face. 7. Septic drainfield is located on the south side of the ridge east of the anticipated home site. This drainfield location should not cause slope instability for slopes on or adjacent to the subject property. 37.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 38.) 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). 39.) Seismic hazard is not a concern because only a small area along the western edge of the property adjacent to the shoreline has been designated seismic hazard. The proposed unheated storage building is located 560 feet from the shoreline area. 40.) A hold harmless indemnification covenant was recorded with the Jefferson County Auditor (Auditor File Number 478643)on December 2, 2003. This covenant releases Jefferson County from liabililty related to landslide hazards for the subject parcel &will be applicable for the future single family residence. 41.) The revised site plan dated November 24, 2003 submitted with the building permit application (BLD 03-585) on September 19, 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 December 2, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 42.) This approval is for a 612 sq. ft. unheated storage building/garage only. 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