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Home My WebLink AboutBLD2004-00287 BUILDING PERMIT 0 Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00287 Received Date 04/30/2004 SITE ADDRESS: 1520 EAST QUILCENE RD Issue Date 06/28/2004 QUILCENE, 98376 APPLICANT: KRISTIN KENNELL PHONE: (206) 361-7777 PO BOX 598 QUILCENE WA 98376-0598 SUBDIVISION: PARCEL NUMBER: 701191016 Section: 19 Township: 27 NBlock:Range: 01 Wt. TX 43 CONTRACTOR: PRATT CONSTRUCTION COMPANY 112 J SHEA WAY PHONE: (360)452-3360 PORT ANGELES WA 98362 Contractor's License: PRATTCC210JL Expires: 03/25/2005 PROJECT DESCRIPTION: NEW SFR& DECK(S) REQUIRED INSPECTIONS: [ ] SETBACKS: [-] UFFER: DI<- - I o - l2,-Tot [e] Footing: of - P -.- Iv- Pi —vt Foundation: b- LA- 16- Ot i't [ ] Stormwater FINAL Approval: [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : v_ : [a' : Diiv [ ] Framing: f 1 Plumbing:9&. 3/O16- ) 771,4PS X3 QC 7 D� Propanee� Q" [ ) Tank/Line ��,,/0.1- [ ] Insulation: tyri < / _ f 1 Sheetrock: 6 v,5"- [ ] Septic Sytem Final Approval: - f 1 Road Approach Final Approval: [ ] Zoning Final Approval: ��— f 1 Final/Occupancy Approval: 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 FORRASE # BLD04-00287 1.) The application was reviewed by the Jefferson County Department of Community Development staff on May 27, 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: Suburban Shoreline designation, Type 5 Stream, Level 2 Landslide Hazard Area, Susceptible Aquifer Recharge Area and Coastal Seawater Intrusion Protection Zone (SIPZ). 2.) A Geotechnical report dated March 8,2004 prepared by Stratum Group was submitted in conjunction with this application to address the stability of the site. An addendum dated May 4, 2004 addressed the drainage for the site including removal of the existing tightline. 3.) The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be thirty(30)feet or one(1)foot for each foot of bank height, whichever is greater. This setback shall be measured from the bank's edge when the bank's height exceeds 10 feet. When the bank's height is less than 10 feet, the setback shall be measured from the ordinary high water mark. The setback shall not exceed 100 feet. 4.) The existing structure is a legal nonconforming structure with regard to shoreline setback requirements. This proposal to construct a new single family residence on the existing foundation was determined by the Administrator to be consistent with the Shoreline Master Program as it is not increasing the degree of nonconformity. Should the existing foundation be unusable and require removal, the structure loses its nonconforming status and shall meet today's shoreline setback requirements. 5.) 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. 6.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 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 the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 8.) 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. 9.) 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). 10.) 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. 11.) 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. 12.) A Geotechnical Report prepared by Stratum Group dated March 8, 2004 was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 14-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family residence. 13.) 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. 14.) 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." 15.) A vegetative buffer of 14-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. 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.) 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. 19.) 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. 20.) 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 and detached garage. 21.) An additional setback of five (5)feet is required from the edge of the buffer area to the proposed single family residence and detached garage. 22.) 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. • 23.) Buffer perimeters shall be marked with temporary signs at an interval of one every one hundred (100)feet,whichever is less. igns shall be in place prior pto and er reel or during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 24.) VOLUNTARY MEASURES OF 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. 25.) 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. 26.) MANDATORY MEASURES FOR 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. 27.) An on-site well will provide potable water to the proposed single family residence. 28.) FOUNDATION OF THE HOUSE MUST BE A MINIMUM OF 5 FEET FROM THE SEPTIC TANK. 29.) SEPTIC EASEMENT REQUIRED PRIOR TO BUILDING FINAL INSPECTION. 30.) 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). 31.) The applicant is proposing to create or add 2,610 square feet of impervious surface and 2,610 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires the project applicant submit a stormwater plan meeting Minimum Requirements#1 through#5 of the Department of Ecology Stormwater Management Manual for Western Washington. The stormwater plan shall address measures to control stormwater, erosion and sediment during construction and shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 32.) 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. 33.) This parcel is a legal nonconforming parcel designated Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 410 411 34.) East Quilcene Rd (C327508) is a county minor collector road. The road approach is existing, and an address of 1520 East Quilcene Rd has been assigned to the parcel. 35.) A septic permit(SEP85-000070)was finaled April 1, 1985 for a 2 bedroom system. An evaluation of the existing system was completed by Envirocheck June 20, 2002. According to the applicant, a portion of the drainfield encroaches on the neighboring parcel to the north. As conditioned by Environmental Health, an easement is required prior to the final building permit inspection and issuance of a Certificate of Occupancy. 36.) Potable water is provided to this parcel by a private well. 37.) Two(2)on-site parking spaces are required for the single family residence. 38.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 39.) The building height is not to exceed 35 feet. 40.) minimum setback from East Quilcene Rd right-of-way is 20 feet. Minimum side setbacks are 5 feet. Minimum shoreline setback measured from the top of the bank is fourteen (14) feet. 41.) Development Review staff conducted a site visit of the subject parcel May 27,2004. 42.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 43.) 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). 44.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 45.) The site plan as submitted with the building application on June 3, 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 June 25, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 46.) This approval is for a single family residence and detached garage 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. 47.) PRIOR TO THE BUILDING FINAL INSPECTION A DECLARATION OF RESTRICTIVE COVENANT REGARDING THE SIZE OF HOUSE RELATIVE TO THE NUMBER OF BEDROOMS MUST BE RECORDED AT THE JEFFERSON COUNTY AUDITOR'S OFFICE. CONTACT ZOE ANN NISWONGER AT 360-379-4450 IF YOU HAVE QUESTIONS. I:\F_BLD_Permit_Buildng.rpt 10/29/19 • . BUILDING PERMIT APPLICATION ML Review Ty 245 Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00287 Received Date: 4/30/2004 SITE ADDRESS: 1520 EAST QUILCENE RD QUILCENE, 98376 OWNER: KRISTIN KENNELL PHONE: (206) 361-7777 PO BOX 598 QUILCENE WA 98376-0598 SUBDIVISION: Block: Lot: TX 43 PARCEL NUMBER: 701191016 Section: 19 Township: 27 N Range: 01 W CONTRACTOR: PRATT CONSTRUCTION COMPANY PHONE: (360) 452-3360 112 J SHEA WAY PORT ANGELES WA 98362 Contractor's License PRATTCC210JL Expires 3/25/2005 REPRESENTATIVE: JOHN HANSEN PHONE: (360) 379-0632 PO BOX 121 PORT TOWNSEND WA 98368 PROJECT DESCRIPTIOr NEW SFR & DECK(S) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,286 VALUATION 226,168.00 ADD'L: 1,220 HEAT TYPE: RAD CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 66 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON 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: F&W Landslide Shoreline Aquifer ` Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A P#1,pyed(Qate, Permit $1,704.95 KAS 04/30/04 64325 IL.�1 U\tED Plan Check $1,108.22 KAS 04/30/04 64325 State Building Code $4.50 KAS 04/30/04 64325 JUN 2 8 2004 Total: $2,817.67 Jefferson County Planning & Building Department cou �811,16 9 SON C Qtt • Jefferson Cman apartment of Commnidty Development j 621 Sheridan Street Port Townsend WA 08368[3601378-4450 -�`yZ,00 PErmo? � _ 0 04.- ` .* A 0 0 ., Building Type: , ` Project Type: Frame Type: i(Single Family ❑ Newi Q/Wood Git. Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular CeAlteration/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: 2 Existing: 2 ❑ Sewer ❑ Community System ❑ Electricity 0 Oil Proposed: 2. Proposed: 2 B'Individual System ❑ Woodstove ❑ Propane Total: ______ Total: 2 If not sewer,fill out the following: ❑ Heat Pump • ❑ Conventional ❑ Alternative Rf Other 1'441 tint Permit# SEP gi1 '-'7-' Water Supply: C Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: Office Use For Office Use Only Main Floor i 2.% i I 5- A&q, le Consistency Review Le 00 2ND Floor i 2 20 l0 9 3 L/ •bo Base fee / 70 V. i5 3rd Floor Plan Check fee / /0 et, 01,2 Htd Basement State Surcharge fee gi 5 D Unhtd Basement 1 Subtotal 72 65. 6 7 Garage/Carport 4 Pot Water Review fee Decks G` /5 55 4'2- 911/Rd Approach fee )�� bCommercial 0' TOTAL -�y -r�--6/ S' 7 Industrial �j 6�� Receipt# ( C4.32��' Other " I Cash/Check# L*3' Initials Rle 0 ,02b---i 6c7:0 Date 413S fo4 ... Estimated Cost: 2 If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ft.Bank Height ZO- 3 o 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 attomey'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: W4t' ca�- 141'wtdt Date: 4126 f 04 OVER ► G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004