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Home My WebLink AboutBLD2004-00481 1 COILDING PERMIT APPLIR'fION MRA04 00p 47 eview Ty : I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00481 Received Date: 7/19/2004 SITE ADDRESS: 20 MAPLE LN PORT LUDLOW, 98365 OWNER: WILLIAM B STREAM PHONE: (360)437-9226 LOIS F STREAM PO BOX 65193 PORT LUDLOW WA 98365-0193 SUBDIVISION: NORTH LUDLOW BEACH TR Block: Lot: 9+ PARCEL NUMBER: 976500008 Section: 4 Township: 28 N Range: 01 E CONTRACTOR: HOME ASSOCIATE BUILDERS PHONE: (360)437-0931 22 MCCURDY LANE PORT LUDLOW WA 98365 Contractor's License HOMEABI027J3 Expires 6/4/2005 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION REPLACING EXISTING DECK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ALT MAIN: VALUATION 12,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: 14 BANK HEIGHT: 30 SEWAGE DISPOSAL: WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: 2 Exist: 1 Wetland Erosion Prop: Prop: Seismic Streams Total: 2 Total: 1 Flood Way Floodplain Routing Dater6 /01. F&W Landslide Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A ID/R e/E Permit $209.25 KAS 07/19/04 66615 ��,JJ ��/ Plan Check $136.01 KAS 07/19/04 66615 AUG - 5 2004 State Building Code $4.50 KAS 07/19/04 66615 Jefferson Coun ty plenrrtng Total: $349.76 & Building Department Coles. ,K -°`Q 'c.�`k'?,:, r__ • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD04-00481 Received Date 07/19/2004 SITE ADDRESS: 20 MAPLE LN Issue Date 08/5/2004 PORT LUDLOW, 98365 APPLICANT: WILLIAM B STREAM PHONE: (360)437-9226 LOIS F STREAM PO BOX 65193 PORT LUDLOW WA 98365-0193 SUBDIVISION: NORTH LUDLOW BEACH Block: Lot: 9+ PARCEL NUMBER: 976500008 Section: 4 Township: 28 N Range: 01 E CONTRACTOR: HOME ASSOCIATE BUILDERS PHONE: (360) 437-0931 22 MCCURDY LANE PORT LUDLOW WA 98365 Contractor's License: HOMEABI027J3 Expires: 06/04/2005 PROJECT DESCRIPTION: REPLACING EXISTING DECK REQUIRED INSPECTIONS: [ ] SETBACKS:: l3K 8/i4/4.q [ ] UFFER: N/A [ ] Footing: Ok 8/z¢741, [ ] Foundation: [ ] Stormwater FINAL Approval: [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: 1 Plumbing: [ ] Propane Tank/ Lines: N Pc [ ] Insulation: f 1 Sheetrock: _ [ ] Septic Sytem Final Approval: 1 Road Approach Final Approval: S{-,,NS [ ] Zoning Final Approval: 1 1 Final/Occupancy Approval: Ok 4ar ‘i'v►a.1 /5/25, 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 # BLD04-00481 1.) The application was reviewed by the Jefferson County Department of Community Development staff on August 3, 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 3 & 5 stream; landslide 1 & 3; SUSC aquifer recharge; coastal 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.) 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. 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. 0 44 JEFFER N COUNTY • ti DEPARTMENT OF COMMUNITY DEVELOPMENT rm i rZ R. 400 621 Sheridan Street • Port Townsend • Washington 98368 .4Z1ING`S 360/379-4450 . 800/831-2678 • 360/379-4451 Fax I L BUILDING PERMIT SUPPLEMENTAL CONTACT INFORMATIOl Diu& jallooae &gut& ad co*gee4 ci4 paddle: Project Description: 9 Digit Parcel Identification Number(from your tax statement): i c C Ca Site Address 911#: U Road Name: rn P fee- Zip Code: c? .6 S_ Legal Description Subdivision Name: QT ff �ND�COGC� G-} 9 TR INC' 'DL Block: Lot(s): Parcel Size (acres or square footage): Property Owner: W�i-C4 nil a.o l S �• ' Y1�1 Phone: Mailing Address: 3Coo 43 -7 C . -(a Q• 0, 60K c2S193 i'b T )- t 1-4,( S 1 w w et Applicant/Occupant: Phone: (if different from owner) Mailing Address: Authorized Rep: Phone: Mailing Address: General Contractor: 11,,J,,^`,0�,� '4 Or Manufactured Home Installer: /7�" DU Phone: 4/3 ',J 7. Mailing Address: Contractor's State License Number: Expiration Date: Architect:/Engineer: toccno/,l 5, J 'j J .� Phone: 34,a 7 f U�.,3�.5 Mailing Address: "� Sw• A)sv'J G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004 8.) The parcel is located within coastal SIPZ (seawater intrusion to the County GIS map. There are voluntaryandasures li protection iSfe according d 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. 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 landslide hazard area 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 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. 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.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 19.) The project shall adhere to the Best Management Practices erosion and sediment during construction.gBMPs shalladdress permanent• measures tter, stabilize soil exposed during construction, and in the design and operation of stormwater o and drainage control systems. 20.) The applicant is proposing to create 986 square feet of land disturbing activities. 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.) This approval is for a replacement of existing deck 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 site plan as submitted with the building permit application on July 19, 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 August 4, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 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) 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). 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 Maple Lane right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. Minimum rear(shoreline) setback shall be 30 feet. 29.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 30.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 31.) The lot has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 32.) The lot was created through the North Ludlow Beach Tracts on September 8, 1953 under AFN 139090. 33.) An address of 20 Maple Lane, Port Ludlow has been assigned to the lot. Maple Lane is a county local access road (C548409). 34.) The permit is for a deck replacement only. The proposal is not increasing the existing footprint of the deck. The site plan indicates the 100 foot setback from the Type 3 stream. The proposal is located on the eastern (shoreline) side of the house. The stream is located on the western side of the house. 35.) A Type 3 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 100-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. 36.) The identified Fish and Wildlife Habitat Area (Type 3 Stream), shall maintain a vegetative buffer setback of 100-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM) to any future development. 37.) An additional setback of five (5) feet is required from the edge of the buffer area to any future development. 38.) A permanent physical separa ion along the boundary of the buffer area stbe installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 39.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 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