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HomeMy WebLinkAboutBLD2003-00678 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00678 Received Date 10/27/2003 SITE ADDRESS: 3085 PARADISE BAY RD Issue Date 11/5/2003 PORT LUDLOW, 98365 APPLICANT: BETTY PLASKETT TRSTEE PHONE: (360) 437-0750 Ji PLASKETT REV TRST OF 1994 172 W MAPLE ST SEQUIM WA 9838-23773 SUBDIVISION: TALA SHORES#1 Block: Lot: 6PT& PARCEL NUMBER: 998200106 Section: 22 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: ADDITION TO SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: 4/,= [ ] SETBACKS:, I jj< � /4 /' [ ] UFFER: AL [ ] Footing: it/ 3 /z9D-5f [ et ] Foundation: & ` ZS/ t [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: D/ 5�`7` , 11 Plumbing: u/'d [ ] Propane Tank/ Lined:/ [ ] Insulation: a .5 /4/4 11 Sheetrock: [ ] Septic Sytem Final Approval: [ 1 Zonin. Final Approval: ,' [ 401351 pancy Approval: / � f HEALTH DEPARTMENT APPR AL 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 Alk °BUILDING PERMIT APPLICPION MLA03-594 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00678 Received Date: 10/27/2003 SITE ADDRESS: 3085 PARADISE BAY RD PORT LUDLOW, 98365 OWNER: BETTY PLASKETT TRSTEE PHONE: (360) 437-0750 Ji PLASKETT REV TRST OF 1994 172 W MAPLE ST SEQUIM WA 9838-23773 SUBDIVISION: TALA SHORES#1 Block: Lot: 6PT& PARCEL NUMBER: 998200106 Section: 22 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr ADDITION TO SFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 486 VALUATION 31,726.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 3N GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: PWELL 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: F&W Landslide (31/.z (Q� Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: 15151TO `v, EPermit $461.95 KAS 10/27/03 60291 D Plan Check $300.27 KAS 10/27/03 60291 NOV - 5 2003 State Building Code $4.50 KAS 10/27/03 60291 Total: $766.72 Jefferson County Planning & Building Department itiottnnqi- idd sz o -frp9 o 4 x \•-•J _ ---. 0n- ew A, "0 -,..,.....A .....,...., '9••••^* " V ,-- -4\ A 1,.,- / r'w1 V .. ,4_... -, 1....> A ''' CD 1 r•-...) 11711 ,><- 7._2.-I -.....1 a — C--) 7: 1 ..., A 4.--, rt, `,17,. , • ,t,', '77:=3 I''' N-) ---r,--1 1 ... -•;;Lt I c.) 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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, Seismic Hazard Area, Landslide Hazard Area 1 & 3, Susceptible Aquifer Recharge Area and Coastal Seawater Intrusion Protection Zone (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.) 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 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. 7.) 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. 8.) Among the native conifer spills which may be used in buffers or for re-v tation 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). 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.) 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. 16.) 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. 17.) 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. 18.) 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. 19.) The applicant is proposing to create or add 500 square feet of impervious surface and 500 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices (BMPs). 20.) 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). 21.) The site plan as submitted with the building permit application on October 27, 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 October 31, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 22.) This approval is for an addition to 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. 23.) The project shall comply with Minimum Requirement#2 of the Department of Ecology 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. 24.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 25.) Not more than two (2) unliceld or inoperable vehicles shall be stored orgy 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). 26.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 27.) The building height is not to exceed 35 feet. 28.) Minimum setback from Paradise Bay Rd right-of-way is 20 feet. Minimum setback from north and south property boundaries is 5 feet. Minimum setback from top of bank(east boundary) is 76 feet or one horizontal foot for every vertical foot of bank. 29.) An evaluation of existing system (EES) and designation of drainfield (SEP03-00251)was applied for on October 7, 2003. The existing system was installed in 1968 (prior to permit requirement) for a 1-bedroom system. 30.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 31.) The parcel was created through the Tale Shore#1 Long Plat effective 9/7/1962 under AFN 173384. 32.) A geotechnical report is not required as the proposed addition to the single family residence is located landward of the top of the bank. 33.) Paradise Bay Rd is a county local access road (C503609). The road approach is existing and an address of 3085 Paradise Bay Rd has been assigned to this parcel. I:\F_BLD_Permit_Buildng.rpt 10/29/19 • •• �grJp c d�f�'san Counny of Connnindty Deveko 911t r , °,. 621 Sudan Street,Port Townsend WA 88368[360]378-4450 . ._.. ...1 I I& Is y 0 n 0 Appllj© permoct A , ,_ A n Project Description: — ' (� (\ , -''T1)\ _ Building Type: Project Type: _.-. Frame Type: IH/Single Family ❑ New Er Wood 0 Garage Attached/Detached le-Addition OCT 2 7 It Steel ❑ Modular ❑ Alteration/R-. . ❑ Concrete • ❑ Commercial 0 Repair -- 0 Masonry ❑ Multi-family/#of Units 0 Demolition JEFFERSON COt.' 0 Other: 0 Industrial DEPT.OF CON' ' 0 Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: to, Existing: ',--- ❑ Sewer 0 Community System Fr Electricity ❑ Oil Proposed: Proposed: EYfndividual System 0 Woodstove 0 Propane Total: Total: If not sewer,fill out the following: 0 Heat Pump ❑ Conventional 0 Alternative l3'Other P.Z.l L' Permit# SEP Water Supply: lifr Private well 0 Two Party Well 0 Public:Name of water system: Square Footage: For Office Use Only Te,m1 wi Main Floor e.•v,' I t O o o f. i(bg b Consistency Review MQ'],QQ 2ND Floor -��� Base fee 4(01.4 S' 3d Floor 112-r O Plan Check fee-65% 300`21 Htd Basement State Surcharge fee 4-.SC) Unhtd Basement Subtotal S `3.12 Garage/Carport Pot Water Review fee Decks 911/Rd Approach fee Commercial TOTAL 81 .7 7--- Industrial Receipt# (p 0'-2__q I Other Cash/Check# It gas Total Valuation: Initials gas Or 4.XiDate 1O/21 (O3 Estimated Cost: ' ,c C). 6 If within 200' of the Shoreline, 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 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 provid ss ayd ' 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 e to the.applican property or structure s be requested and shall occur during regular business hours. n`. Signature: Date: / 0 o_3 OVER '*. 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