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Home My WebLink AboutBLD2004-00049 -00 04 • BUILDING PERMIT APPLI ION MRL Review Type 20 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00049 Received Date: 1/26/2004 SITE ADDRESS: 210 EATON RD QUILCENE, 98376 OWNER: JUDITH K PIERCE TRUSTEE PHONE: (206) 325-1887 JUDITH PIERCE LIVING TRST 1408 39TH AVE E SEATTLE WA 98112-3802 SUBDIVISION: Block: Lot: PARCEL NUMBER: 501041023 Section: 4 Township: 25 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: BILL WALLACE OR PHONE: (360) 732-4201 (STE STEVE CARLSON 45 HOYT RD PROJECT DESCRIPTIOr REPLACEMENT NEW SFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,288 VALUATION 93,132.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 384 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT 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 01 /0L11Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: e PPROV E Permit $951.75 KAS 01/26/04 62436 `1 i""� V �! Plan Check $618.64 KAS 01/26/04 62436 FEB 2 3 2004 State Building Code $4.50 KAS 01/26/04 62436 Jefferson County Planning Total: $1,574.89 & Buildin Department s BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00049 Received Date 01/26/2004 SITE ADDRESS: 210 EATON RD Issue Date 02/23/2004 QUILCENE, 98376 APPLICANT: JUDITH K PIERCE TRUSTEE PHONE: (206) 325-1887 JUDITH PIERCE LIVING TRST 1408 39TH AVE E SEATTLE WA 98112-3802 SUBDIVISION: Block: Lot: PARCEL NUMBER: 501041023 Section: 4 Township: 25 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: REPLACING SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS' PA. : 41* -0/6 17frfr pci UFFER: D4 3A3/0f, [X. Footing: L 3/.9 K] Foundation: X. .3//d1/641 Underground Plumbing: Underground Insulation: Q�] Shear Wall : 4/� ¢ v., ' 4 Framing: jk 03 a.5 1 Plumbing: 7,43/41,5G/ Propane Tank/Lines. L7 TCt-i 0/0 , y/R--2-0.� Insulation: D/'� 7/3 o5 I V N Sheetrock: eX /0 5 �UT SNEVzk,gii ZPg 7405 Xf Septic Sytem Final Approval: 1 Road Approach Final Approval: ,a,\ [ ], Zoning Final Approval: n[ 1 1 Final/Occupancy Approval: �K -�'r� �' - Lye z3/,- 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 CIE # BLD04-00049 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 1/26/04 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: Seismic Hazard Area, Susceptible Aquifer Recharge Area, Coastal Seawater Intrusion Protection Zone (SIPZ), and Stormwater. 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 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. 5.) 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. 6.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone)according to the County GIS_map. There are voluntary and mand measures identified�n�h_e Jefferson County Seawater n—1 fusion Policy(Resolution 44-22, effective September 23, 2002)that apply to well drilling proposals and building perms app ica i ns on exis mg o &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. • 7.) VOLUNTARY MEASURES Oh 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. 8.) 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. 9.) 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. 10.) The proposal will utilize an existing well for potable water. If a new well is required or constructed in the future all Coastal SIPZ conditions apply. 11.) 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. 12.) 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. 13.) 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). 14.) Landslide Hazard Areas and it associated buffers shall remain naturall egetated. 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.) The applicant is proposing to create or add 3,566 square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Medium Parcel Stormwater Management Plan. 19.) 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. 20.) A Medium Parcel 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. 21.) 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). 22.) The revised site plan as submitted with the building application on 2/5/04 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 2/06/04 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 23.) This approval is for the construction of a single family dwelling 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. 24.) The applicant has applied and received approval for a demolition permit filed under BLD04-00024. 25.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 26.) The building height is not to exceed 35 feet. 27.) Eaton Road is classified as a local access road and requires a minimum 20-foot setback. A ingress/egress easement is located along the northern lot line. The minimum setback shall be 20-feet from access roads. The setback shall be measured from the edge of the right away to the proposed development. The remaining side lot lines require a minimum 5-foot setback. I:\F_BLD_Permit_Buildng.rpt 10/29/19 , ~ • • Jefferson County Department of Community Development " " 621 Sheridan Street,Port Townsend WA 98368[3601379-4450 \4., ,,,,,,,,,.,,,,, perm,- u- A ?pi] : cal)- on \,,,,,,s,. _,,,,„ ,,,...,,,N,,..„ „.. ,_,*ht, Project Description: rl V �7r� Jj.x Pr • e: Fr. .. • .e: •Single Famil 1 ood arage ttached/Detached Addition Ste- Modular Alteration/Remodel Concrete Commercial 'i.air Masonry Multi-family/#of Units " Demolition Other. Industrial Other. Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing. I Existing. Sewer C unity System Electricity Oil Proposed: Z Proposed: vidual System Woodst we Propane Total _ Total: If not sewer,fill out the following: . s. Conventional Altem tivc vine'. Permit# SEP 6 vl 4- t ,_ Water rivate w Two Party Well Public:Name of water system: Square Footage: For Office Use Only J .• 3 .it. I 1 Gib • �' v Main Floor , Consistency Review ziU: o 2ND Floor _ Base fee 957. �s 3rd Floor "'�--- Plan Check fee _ ( . Htd Basement State Surcharge fee tf, so Unhtd Basement �'� Subtotal j n(6__ • ?- — Garage/Carport _ Pot Water Review fee ce- -Qeem eL 2k n > /t MMM - l Decks �S 'd Approach fee COCf.S'\i/ . Commercial T• AL 1104P• . & 9 Industrial • , \. Receipt# (0 43 • Other Cash/Check# I 0l Total Valuation:_ n8'`) O O Initials Or -----'7 —0 On Date l pZW!VI Estimated Cost: - _ If within 200'of the Shoreline, �l Distance to Bank or Ordinary High Water Mark c O 1- _ft. Bank Height 7 5 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 nght 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 structureP shall be requested and shall occur during regular business hours. Signatures~�t�f i�.! � �.,�L� Date: I ( b C C 0 OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01