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HomeMy WebLinkAboutBLD2007-00288 B LDING PERMIT APPLICATIR MRL Review Ty 299 vpe Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD07-00288 Received Date: 6/5/2007 SITE ADDRESS: SI WOLF RD QUILCENE, 98376 OWNER: GEORGE C MC LANE PHONE: (360)683-5332 KIMBERLY E KINSER 1301 S THIRD AVE 19-C SEQUIM WA 98382 SUBDIVISION: Block: Lot: TX18- PARCEL NUMBER: 601334013 Section: 33 Township: 26 N Range: 01 W CONTRACTOR: CRANSTON CONSTRUCTION PHONE: 379-2730 PO BOX 944 PORT HADLOCK WA 98339 Contractor's License CRANSCC070J7 Expires 3/10/2008 REPRESENTATIVE: RANDY CRANSTON PHONE: (360) 379-2730 PO BOX 944 PORT HADLOCK WA 98339 PROJECT DESCRIPTIOP NEW SFR r� ALSO A/G 120 GAL PROPANE TANK ; . 431 a FitnO, LI n �+ TYPE OF WORK RES SQUARE FOOTAGE: O CO TYPE OF IMP NEW VALUATION 1&9 gfl-po i ?`I` MAIN: 1,277 CODE EDITION: 2003 ADD L. 346 HEAT TYPE: EEE OCCUPANCY: R-3 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: CONST TYPE: DECK: 436 SETBACK: 77 BANK HEIGHT: 48 SEWAGE DISPOSAL: ALT WATER SYSTEM: PUBLIC BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: Ip ILA /D '1 6 — Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $1,447.35 KAS 06/05/07 91134 APPROVED Plan Check $940.78 KAS 06/05/07 91134 State Building Code $4.50 KAS 06/05/07 91134 JUL .S 2007 Potable Water Application $58.00 KAS 06/05/07 91134 Jefferson County Planning Total: $2,450.63 &Building Department Jefferson County Building Elision Permit Nun,: BLD07-00288 Applicant: MC LANE BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2003 International Building Cc To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks Erosion Control 1073/eP if Foundation Footing 9147 o Ok, Ella Footing Drains ..II'N'n EEO weep Foundation Stem Wall 0.777/4 Underground Plumbing / I5 //1 Under Floor Framing Wak7 1 O Straps(hold downs) r21i7/11c d K. Ext. Shear Wall Nailing ; , ,,, ,yt, Rough-in Plumbing /2/,07 l Framing Blocking 1:--3100 7V Airseal /):/q-cc ? '— AIN S rtt.- 141644.,0tr'Oow5 Insulation: Walls I2,-I.A.•-o,rit.- Insulation: Floors y/7' ,3/j ,may Insulation: Ceiling t ..-z 4 07 1 NSvtat- twit- ‘4 girt fi- 1 0 cf.(I%- i Int. Shear Wall Nailing _—G83 Wallboard Nailing 1 r Dii 95 Gas Line: Interior `_/07 Gas Line: Exterior jT Propane Tank - / Heat/Chimney Clearance y/L3��'9 Drywell/Alt Drainage l 61ITrTEAS, PowN3pouTS 474;Mt o I)oT P>E uttEO Address Posted 41 2,3/n - ()/-: FINAL INSPECTION y ` G"X• G, �� r / �/�,3 l e.� -a-,Y. FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD07-00288 1.) PRIOR TO OCCUPANCY& BUILDING FINAL INSPECTION FINAL APPROVAL OF SEPTIC SEP06-322 IS REQUIRED. 2.) ANY PORTION OF TRANSPORT LINE UNDER A DRIVEN WAY IS TO BE SLEEVED/CASED OR EQUIVALENT. 3.) 10' SEPARATION REQUIRED BETWEEN A WATER LINE AND ALL PORTIONS OF THE ONSITE SEWAGE SYSTEM; EFFLUENT TRANSPORT LINE, TANKS, TREATMENT AND DISPOSAL COMPONENTS. A MINIMUM OF 5' MUST BE MAINTAINED BETWEEN BUILDING FOUNDATION AND SEPTIC TANK/PUMP CHAMBER. 4.) ALL COMPONENTS OF THE SEPTIC SYSTEM ARE TO BE COMPLETELY PROTECTED FROM VEHICULAR TRAFFIC OR MECHANICAL DISTURBANCE. PROTECTIVE BARRIERS ARE REQUIRED AROUND DRAINFIELD. 5.) MUST COLLECT AND DIVERT ALL SOURCES OF DRAINAGE AWAY FROM SEPTIC TANK, RESERVE & DRAINFIELD. 6.) The application was reviewed by the Jefferson County Department of Community Development staff on July 17, 2007 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: Conservancy Shoreline Designation, Unstable Shoreline Slope, Eagle Habitat Area, Seismic Hazard Area, Susceptible Aquifer Recharge Area and Coastal Seawater Intrusion Protection Zone (SIPZ). 7.) A Geology Hazard Assessment dated August 22, 2006 prepared by Stratum Group was submitted in conjunction with the application to address the shoreline slope stability. 8.) 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. 9.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 10.) 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. 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.) Among • include, butthe are native not limitedconiferspeci to: Grandhich Fir may(Aibesbe grandisusedin), Sitkabuffers Spruceorforre-veg(Picea sitchonensis), 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 (Salix lasiandra), and Scouler's Willow (Salix 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). 13.) 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. 14.) 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. 15.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 22.5-feet shall be measured perpendicularly from the top of the shoreline bank to the proposed single family residence and detached garage. 16.) 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. 17.) 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. 18.) Stormwater should be infiltrated into the ground and not concentrated near the top of the slope. Roof runoff drip onto the ground without a gutter system will sufficiently prevent flow of water over the slope. 19.) VOLUNTARY MEASURES OF OSTAL &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. 20.) 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. 21.) 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. 22.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through #12 of the Department of Ecology's 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. 23.) The applicant is proposing to create or add 3530 square feet of impervious surface and 3792 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require 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. 24.) A Stormwater Site Plan for a medium project 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. 25.) 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). 26.) The revised site plan as submitted on July 16, 2007 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 July 25, 2007 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 27.) This approval is for a single family residence and a 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. 28.) The parcel has been designates Rural Residential 1:5 under the Jeffersonfaunty Comprehensive Land Use Map etfective August 28, 1998. 29.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 30.) Not more than 2 unlicensed vehicles shall be stored on any lot 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 Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an autormobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requriements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 31.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 32.) The building height is not to exceed 35 feet. 33.) 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. 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.) 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. 36.) 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. 37.) Parcel 601 334 013 was surveyed and recorded April 5, 1982 under AFN 277533, Vol 5, pg 111 of Surveys with the Jefferson County Auditor. 38.) Minimum setback from the edge of Wolf Rd right-of-way is 20 ft. Minimum side yard setbacks are 5 ft. Minimum setback from the top of the 30-degree shoreline bank is 22.5 ft consistent with shoreline averaging. All setbacks shall be measured from the waterward most edge of the structure excluding decks, eaves, etcetera. 39.) The Development Review Division finds that this proposal is consistent with Shoreline Master Program Section 3.402.5, which exempts the "construction by an owner, lessee, or contract purchaser of a single-family residence [in shoreline jurisdiction] for the owner's or owner's family's use..." from the substantial development permit (SDP) requirements under certain provisions. Exemptions from the substantial development permit requirements do not exempt a proposed development from compliance with the applicable policies and standards of the Shoreline Master Program or other applicable Federal, State, or local permit or license requirements. 40.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 41.) The Shoreline Management Master Program (JCC 18.25.410 "Residential Development" Performance Standard (4)(j) requires that if the bank is over 10 feet in height (this bank is 40 feet in height), the setback shall be one (1) foot for each foot of bank height to a maximum of 100 feet, EXCEPT, as stated the JCC 18.25.410(4)(j)(i), if there are existing residences located within 300 feet of the proposed foundation, a"shoreline averaging" setback of those residences or whichever is less, may be established. The site plan has been revised to identify the shoreline averaging setback of 22.5 feet. The proponent has submitted a wet stamped geotech report dated August 22, 2006 prepared by Stratum Group stating that a residence can be built as identified in Figure 2 of said geotech report and would be at minimal risk of being impacted by landslides or shoreline erosion. Figure 2 of the report identifies a top of bank landward of the 30° slope having a minimum buffer of 15 feet and a 25 foot setback from this top of bank for stormwater infiltration. 42.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan. r I McLANE STORMWATER MANAGEMENT & MITIGATION NARRATIVE Prepared by Aumock Designworks Thomas L.Aumock June 02,2007 R M'EIVIRII)) MLA#: MLA07-00299 JUN - 5 2'37 Case#: TBD (� Parcel#: 601 334 013,Jefferson County, Washington JE f f E�SUNI,UUN�V ilrin Legal: Tax Lot 18,Tract 7, in Sec.33,Twp.26 No., R. 1 West PI Oil d( # p Jp Property Owners: George C.McLane&Kimberly E.Kinser 7r 0 2 1301 S. Third Ave.C-19, Sequim,WA 98382 0 C `.r. U JE1fLOSON COUNTY OCQ Scope of Project: The project is a single-family residence that is located on a 14,426 square foot parcel of land located on a high- bank upland of Fisherman's Harbor on the south end of Toandos Peninsula, at the intersection of Wolf Road and Cedar Street. The proposed single-family residence will be the primary structure on the site, with a detached garage. It is the owner's and their official representative, Randy Cranston of Cranston Construction, Inc., intent and responsibility to provide this plan and implementation thereof, for stormwater management on the subject site. A formal"Geological Hazard Assessment"report has been conducted for the site and is submitted herewith. Soils Source of data is the Soil Survey of Jefferson County Area, Washington: The principal soil types for the subject site are the"Sinclair" series [SnD] and "Kitsap" series [KtC]. The seasonal water table is noted as greater than 18 inches for both soil types. It is poor soil for conventional septic tank and drainfield application. A formal "Geologic Hazard Assessment" was conducted by the Stratum Group in August of 2006 [Attached]. This report noted that other published geologic mapping for the area indicates that the site is underlain by recessional glacial outwash deposits,but upon the Geologist's site observations,the site is underlain by glacial till that consists of a very compact silt and clay with gravel and sand that was deposited directly by glacial ice. STORMWATER SITE PLAN SUBMITTAL Project Overview I. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. The project site is a 14,426 square foot parcel of land located on a high-bank upland of Fisherman's Harbor on the south end of Toandos Peninsula. The site project is a single-family residence associated with a detached garage which amount to approximately 25%of lot coverage. The proposed impervious surface falls within the "Medium"project regr�pgt ((tivtiiwlii,,� n t. State Stormwater Management Manual for Western Washington. fA�rr��""jj STORMWATER PLAN JUL 2 5 2000 JEFFERSON COUNTY 1 ^ DHPT. �Qr1��UNITY D Y `"‘ SIGNATURE: `� 1 • • JUN - 7 2007 Existing Conditions Summary 1111 2. Describe the existing topography.Indicate contours on the site map. IN' �I� +'III��t�� ''�no The upland portion of the site is relatively level. An area of cleared trees is located on the upland area wheret u the proposed location of the residence and garage is located. The southwest portion of the property slopes down towards the southwest to Fisherman Harbor, an inlet at the southern end of the Toandos Peninsula. The upper part of the slope down to the Harbor slopes down at an angle of approximately 30 degrees for a distance of approximately 40 feet and then becomes steeper with slopes of 45 degrees or greater.[Stratum, August 2006] 3. Describe the existing vegetation.Indicate native vegetation areas on the site map. An area of cleared trees is located on the upland area where the proposed location of the residence and garage is located. The shoreline bluff slope is tree covered with mature trees consisting of Douglas Fir, Western Red Cedar, and Madrone. A thick under-story of evergreen huckleberry and salal covers the ground under the trees. The slope is planer to divergent on the property and the trees on the slope are straight[Stratum,August 2006] 4. Describe the existing soils.Indicate soil type on the site map. The principal soil types for the subject site are the "Sinclair" series [SnD] and "Kitsap" series [KIC]. The seasonal water table is noted as greater than 18 inches for both soil types. It is poor soil for conventional septic tank and drainfield application. Hence, an approved, specialized system has been designed. 5. Describe the existing site hydrology (i.e., drainage; behavior of water on the site— above, below, and on the ground). Indicate existing storm water drainage to and from the site on the site map. Depict separate drainage basins on the site map,if applicable,and indicate acreage of each. The soils types are not well drained, with slow permeability. Runoff is medium and the hazard to soil erosion is slight to moderate. Shrink-swell potential is low, and frost reaction is slight. The existing vegetation serves well as a natural bio filter and transpo-evaporation mechanism for stormwater. The applicant chooses to not provide gutters, downspouts, and splash blocks based upon the Stratum Report's recommendation number 4 relative to stormwater dispersion: "4. Stormwater should be infiltrated into the ground and not concentrated near the top of the slope. Infiltration can be accomplished by a level infiltration/dispersion trench located on the northwest, northeast or southeast sides of the property at least 25 feet from the top of the steep slope. Alternatively, simply letting the roof run-off drip onto the ground without a gutter system will sufficiently prevent flow of water over the slope"[Underscore is ours]. Stratum Geological Hazard Assessment,August 2006 6. Describe any excess levels of noise generated by the proposed use or activity: The proposal is for a single-family residence with a detached garage which are the typical uses associated to the subject area's properties.. This property is a .33 acre parcel of 14,426 square feet which inherently provides reasonable property setbacks from uses on adjacent parcels. Coupled with the lack of populated properties in the area, cumulative neighborhood noise is not a factor. 7. Describe significant geographic features and critical areas (i.e.,environmentally sensitive areas such as wetlands,streams,steep slopes,etc.)on the site.Indicate location on the site map. The SPAAD report identifies the area as an environmentally sensitive area, which includes the subject property. 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas(streams,wetlands,lakes,steep slopes,etc.). Adjacent properties consist of forest and land with some residences, served by roads, and typical utility services of water,power, and telephone. 2 , • • Permanent Storm water Control Plan This portion of the Stormwater Site Plan consists of the proponent's selection and installation of the appropriate storm water control BMP's and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. Please see Master Permit Application submittals for these calculations. 9. Describe the developed site hydrology, as proposed. Indicate whether storm water will be fully dispersed (i.e., per BMP 15.30 in the Manual) or, if not, what types of storm water flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. The placement of the proposed single-family residence and garage will result in non-channeled roof flow without gutters or downspouts and splash-blocks to allow flows to the surface grassed areas for transpo-evaporation, and natural drainage entirely on the owner's land. The applicant chooses to not provide gutters, downspouts, and splash blocks based upon the Stratum Report's recommendation number 4 relative to stormwater dispersion: "4. Stormwater should be infiltrated into the ground and not concentrated near the top of the slope. Infiltration can be accomplished by a level infiltration/dispersion trench located on the northwest, northeast or southeast sides of the property at least 25 feet from the top of the steep slope. Alternatively, simply letting the roof run-off drip onto the ground without a gutter system will sufficiently prevent flow of water over the slope"[Underscore is ours]. Stratum Geological Hazard Assessment,August 2006 If the project requires the use of storm water treatment facilities, describe the types of storm water treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for large" projects or projects that involve the potential for dispersion of contaminants.] No specialized storm water treatment is necessary for this project based upon the Stratum Group site assessment. 10. Describe the performance goals and standards applicable to the project. All storm water is managed on-site and is not anticipated to create erosion impacts or off-site migration mitigation. 11. Describe the flow control system. The placement of the proposed single-family residence and garage will result in non-channeled roofflow without gutters or downspouts and splash-blocks to allow flows to the surface grassed areas for transpo-evaporation, and natural drainage entirely on the owner's land. See Stratum Report recommendation no. 4. R�1- A `��qV11 ) 12. Describe the water quality system. �1 Jt \` None is proposed or required of this proposal. Jti2007 13. Describe the conveyance system analysis and design. 1REMO IMINP l)CU None is proposed due to the low rainfall statistics of the Toandos Penisula area, and due also to the size of the property impervious surfaces [approx. 25% , and due to the proposed implementation of "best management practices". 3 • 41) 14. Describe the source of fill material; physical characteristics of fill material, and deposition of excess material. House foundation excavation material will be primarily re-deposited around subject residence, and back-graded to form a slope away from the residence. The balance will be recycled on-site. It is estimated that up to 38 cubic yards will be excavated for the house crawl area and foundation, with approximately 30 yards to be re-deposited around the perimeter of the foundation. The garage excavation is estimated that up to 18 cubic yards will be excavated for the foundation, with approximately 14 yards to be re-deposited around the perimeter of the foundation. Driveway excavation is net zero for excavation vs. redeposit. Excess materials will be re-deposited on the site at the owner's preferred location, but on the upland only.. See soils type information provided earlier in this report. 15. Proposed methods of placement and compaction consistent with the applicable standards in the International Residential Code,2003 Edition. Heavy machinery use will provide primary spreading and compaction, normally with the use of a backhoe or small excavator.. 16. Describe the proposed surfacing material. Yard-area around the house will be seeded with grass and contain traditional landscaping plantings at a minimum. 17. Describe methods for restoration of the site. None required for this project, however, the site for residence does require the removal of one mature tree. Two additional trees near the garage have been identified by an arborist to be removed The owner may choose to increase the number of existing trees with additional plantings. The Stratum report noted that native vegetation on the slope should be maintained The removal of potential hazard trees or limbing and topping of trees for view purposes is acceptable. Thinning of trees is also acceptable as long as mature trees are left on 30 foot centers spacing between trees. [Ibid.] 18. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large" projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. Not applicable for this proposal. 19. List here and include any special reports or studies conducted to prepare the Storm water Site Plan. "Geologic Hazard Assessment"conducted by the Stratum Group in August of 2006 Jefferson County SEP06-00322 Jefferson County ZONO3-00030[SPAAD&Modified SPAADJ Jefferson County OTH03-00001 "Wet Season Evaluation" 20. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. • MLA permit from Jefferson County c1 Jl, A ■ Building Permit from Jefferson County • Potable Water Supply Determination • Addressing ■ Road Approach Permit I EH1ifJi\ Ao ity ii„ii • CONSTRUCTION STO•RMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMP's indicated by the applicant in the responses that follow are to be installed on the ground during all construction phases of the project. The proponent and official representative will be responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. The proponent and official representative will also consult the Construction Storm water Pollution Prevention (SWPP) Best Management Practices (BMP's) Packet for guidance SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Storm water Pollution Plan Elements. This section describes how each�f` Construction SWPPP elements has been or will be addressed. It identifies the type and location of BMP1A9 required elements. If an element is not applicable to the proposal,justification is provided. l `, ► f' Twelve Required Elements-Construction SWPPP JUN 5 2007 1. Mark Clearing Limits. J rrrtell\'I I i`"" Minimize limit of land clearing to the residential site only, and marking [flagging' equipment operation zones. 2. Establish Construction Access. Via the existing driveway, machinery will not require a formal construction access. Wash-down of vehicle tires on-site will further control such occurrence during wet days. Wash-down would take place only in designated areas where water retention and settling of suspended solids will occur. 3. Control Flow Rates. BMP C121 "Mulching" may be implemented to filter any and all downhill water flow, and thus stabilize the flow rate, but only if it is determined to be necessary. 4. Install Sediment Controls. While limiting the cleared area for construction, the applicant will install a silt fence to protect "downstream"areas below the construction site during construction per BMP C233. 5. Stabilize Soils. The applicant proposes to use BMP C121 "Mulching" to stabilize exposed soils that are subject to erosion, where applicable along the proposed roadway extension to the proposed new residence and parking area. 6. Protect Slopes. The applicant proposes to use "surface roughening" BMP C130 and soil stabilization with BMP C121 " Mulching"at sloped areas with a ratio of 3:1 horizontal to vertical and greater during construction, and until new vegetative growth is established, where and when necessary. 7. Protect Drain Inlets. No drain inlets exist either on or off the subject site. 5 • • 8. Stabilize Channels and Outlets. No temporary or permanent on-site channels or ditches exist or are to be created to control runoff. However, since the proposal consists of a crawl-area grade that is below the finished grade outside of the foundation, in the event of water retention, a small channel would be created during construction to allow drainage of the foundation excavation which will likely require the use of BMP C209 and mulching BMP C121 until foundation backfill is completed. 9. Control Pollutants. No major vehicle or machinery maintenance is to be allowed on-site over impervious surfaces, and contractor's equipment will be required to not exhibit hydraulic oil or fuel leakage prior to storage or use on the site. 10. Control De-Watering (the act of pumping groundwater or storm water away from an active construction site). Since the proposal consists of a foundation "crawl" grade that is below the finished grade outside of the foundation, in the event of water retention, a small channel may be created during construction to allow drainage of the foundation excavation which will likely require the use of BMP C209 and mulching BMP C121 until foundation backfill is completed. 11. Maintain Best Management Practices(BMP's). The owner or owner representative, Randy Cranston of Cranston Construction, is to supervise all sub- contractors to insure that BMP's are maintained to their respective functional design. 12. Manage the Project. Construction is to be phased to prevent transport of water runoff or sediment, and limiting work during wet conditions where there may be a negative impact. Coordination of utility work—i.e., same trench use included, coupled with daily inspection and maintenance of systems is proposed. Since most of the utility work has been completed for the existing Garage/ADU, additional management is minimal. 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance(e.g., streams, lakes,wetlands, residential areas,roads). The waterfront and high bank was reviewed in the Stratum Report for the potential removal of trees, and provided specifications for this procedure. The proponent's driveway will connect to Wolf Road in typical fashion with that which exists on other residential sites in the area. b. Description of the downstream drainage path leading from the site to the receiving body of water (minimum distance of 400 yards). The site does not exhibit any off-site/downstream drainage paths. The Stratum Report and the BMP's proposed herein provide the protections to insure that stormwater mitigation take liio•gei i gr �� 11 \1�' f�l((..��,,, IEFFFUSUMUNIYOCO • • 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. Please see the SPAAD report of record for the description of environmentally sensitivity at the site. b. Description of special requirements for working in or near environmentally sensitive areas. None required at this time. 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility, settle ability,permeability, depth,texture, soil structure). Analysis of published soil characteristics and topography of this site coupled with the proposed project stormwater mitigation measures and BMP's do not indicate any erosion problem potential for the site. 5. Construction Phasing. a. Construction sequence The applicant is to mark clearing limit area, establish construction access, foundation excavation, install proposed BMP's per plan, construct project, and then implement the permanent plan. b. Construction phasing(if proposed) Project to be started and completed within six months with no particular phasing requirements beyond that of a typical residential construction sequence.. 6. Construction Schedule. It is known that the wet season is October 1 through April 30 a. Provide a proposed construction schedule. I14)IFj � ����/�T� Begin project in July of 2007, and conclude by October 30,2007, if not sooner. 9 ) Ii b. Wet Season Construction Activities. JUN J 20D7 1. Proposed wet season construction activities. `` flfl II fl�TV�l(� None anticipated beyond attempting to keep materials dry. '1 FFU UOI111,UONI I UCO 2. Proposed wet season construction activities for environmentally sensitive areas. Not applicable for this proposal. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. The applicant. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. The building permit process and site inspection sequence is conducted by Jefferson County, with back-up measures by the owner as part of owner's risk management for the project. 8. Engineering Calculations.Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps: Not applicable b. Diversions: Not applicable c. Waterways: Not applicable 7 • • d. Runoff/Stormwater Detention Calculations: Not applicable SECTION II-EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures are depicted on the master land use application plot plan, a stormwater site plan, and/or a separate Construction SWPPP site plan. This"Section II—Erosion and Sediment Control Plan" checklist was used to ensure that the required information is depicted on the site plan submittal. Stormwater Site Plan Changes Any proposed changes or revisions to the originally approved Stormwater Site Plan shall be submitted to DCD prior to construction. The submittal will include substitute pages that include all proposed changes, revised drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If there are any proposed changes or revisions for the construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site Stormwater management BMPs), the applicant will submit a final corrected plan("as-builts")when the project is completed. This submittal will be engineering drawings(stamped by a licensed civil engineer)that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my/our knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. Randy Cransto ,Applicants/Owners Representative &DATE Sources: • Soil Survey of Jefferson County Area, Washington, US Dept. of Agriculture, Soil Conservation Service, August 1975 • "Geology Hazard Assessment"Stratum Group, August 2006 • Jefferson County, Washington Website, "Database Tools"for parcel No. 601334013 • George C. McLane,property owner • Randy Cranston, Cranston Construction, Property owner representative IR IN' °E i JUN 5 2007 lEFFf/Dil UNIW,f1 8 • • A *fox*.ei .ordedit• .4i%1P 4,tkOwt 4?''SP: ir.ifizrirdith,"4,if 40,,, � -....., .0. j. . , ir, 0 4. " lt\trO ,, li . ____ '..4N7'-iii„,,..)°.rtfirN4!)..40,10.4710frill.41.0c4e11,947.0.1)/eriliook,11,VA.irs:::04k.v.‘.4e:" POINTS ,i MALL 8E 'HI)HE t MAN POINT B PROPER PLACEI4ENT O STRAW BALE DAM IN DRAINAGE WAY 2 Alitax I, 4 — 'Y , 41tap Ni Y 7. 5. 1 tB,.,p � ` 1.�'�•` IA r+ 14;L+ {T 1 1 is 11`'''; 1 7.,- P - 1 - / wittipe kw* aft*. . illepAIN PAW f9PAPINAt Ni. CONSTRIJCTION DV A STRAW SALE R IER \R\E(, \11E1) 5 2 O7 • • r V F • 4 0 .4?. ;100,t ,,....bigii NriliNt, 0? 005" dalitie, -0Q4W:i • ‘,..t441( Or � oriN , � . �: . 4' ilk' � rei' u1��1 i+�} _WILL�±31Mr +ice ..14.41 • ,i4i%4. # 7,,V •# ke::I;.,1 ` ,it, ite 4'SiK it •-,., ( °4 t 4a'; i ,� � . -fie Z. a-. I. a y ,,, .. 17' kHl i 4. tO am MOWRY SPALL5--/ PROVIDE FULL lard WORM/EGRESS AREA l[ PTEWEU) UN _ 32C07 JUN t MF[liNtINWEINIYIICO EROSION CONTROL CONSTRUCTION ENTRANCE - TEMPORARY • EROSION CONTROL FILTER FABRIC FENCE DETAIL MIRAFI 100 NS te PROP., UNE afit tOVIVALENT FILTER 'MIRK MATERIAL 2 MIN. 3 X 2* WY 14 GA. WIRE t1,242.1.4 FABRIC OR EQUIVALENT 77,1 k 7176"--7 *ZIP '1,77..j if I 4,4:* 4 461 - two 11116"r-a. PROVIDE 3/4. - 1 1/2- WASHED- 601.0: GRAVEL BACKFTLI. IN TRENCH AM ON BOTH SIDES OF FILTER FENCE FABRIC 004 THE SURFACE 2' X 2* WOOD POST OR STEEL FENCE POST At E FEET Ok CENTER 21LAr RECEIVED 7P1rt-, ,IfffifINOP i,111IN )# t-D �4� �,� JEFFERSONNTY W j ` i V DEPARTMENT OF COMMUNITY DEVELOPMENT � ' '' -. h ti( ` `� 621 Sheridan Street • Port Townsend • Washington 98368 • 360/379-4450 • 360/379-4451 Fax " •q p$ www.co.jefferson.wa.us/commdevelopment fING'� Master Permit Application AffilibillINIwrn- ao ci Project Description (include separate sheets as necessary): . CONS? OG7 .//1/ GE "4/7/LY" ,--ES/.0 /l/C.E = Tax Parcel i/ 334 D/3 Property Number: Size: , 0/41/426 (acres/square feet) Site Address and/or Directions to Property: ,S of M/rE.eSEC77b/V eic WOLF RP ( 2,49e S;T V/A Erb TON,eb, NAzEL P7,*ram.✓e eotke fea. Property Owner(s)of Record: .e.O,2E G, /*.L4n/ 9 &//ijg52Ly ,E, A/NS'EA Telephone: .3.‘0'083- 5332 • Fax: email: 8c/./lG/and,&yahoo,C_./it Mailing Address: /30/ .5. /. /.2/J, v /9—C , S&c -i kv/4 9038 2 Applicant/Agent(if different from owner): , 4///JY CR4,V 7Z2,V Telephone: _6d •3-79. 2 30 Fax: email: Mailing Address: What kind of Permit? (Check each box that applies J)4Building 0 Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit ❑ Conditional Use[C(a), C(d),or C]** ® Single Family 0 Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home '' uvioaular ,% 0 Special Use(Essential Public Facilities)** ❑ Commercial* ` ❑ Boundary Line Adjustment ❑ Change of Use 0 Short Plat** a Address ..___. _ 0 Binding Site Plan** 0 Home Business 0 Cottagelndustry 0 Long Plat** ® Propane 0 Planned Rural Residential Development(PRRD)/Amendments** ❑Sign 0 Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis )Shoreline Master Program Exemption/Permit Revisions ** ® Stormwater Management (0 Shoreline Management Substantial Development** 0 Site Plan Approval Advance Determination (SPAAD)* 0 Shoreline Management Variance 0 Temporary Use 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑ Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium 0 Tree Vegetaion Request *May require a Pre—Application Conference **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate ., OY CRA/VS>e,N to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE ov v C \9(Ci.Pt-P— Date: `./UNE s.5 ,2Q67"7 , By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent 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 and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he o wants priornot/ipe. Signature: f(C'vit.,,,e_ Date: DONE 5 ,2°Cq ' The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this )ermit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable respons yf r dherin to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: COLi _ Date: .../U/V,E`,5 .2i O G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc • BUILDER STATEMENT • The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assu ng the responsibility of the General Contractor for the proposed project. Signature: Date: .J6J/l1E ,C.--/200'7- GENERAL CONTRACTOR R MANUFACTURED HOME INSTALLER: PHONE: FAX: G.P4At/37-A/ GC,/VS7Rt/c 170A/ S760 )37 . 27750 ( ) MAILING ADDRESS: Po, B 94'4,PT 1yfy,0446 �g339 EMAIL: CONTRACTOR'S LICENSE y WAINS NUMBER: C,'x-/t/scO 70.3T NUMBER / p ARCHITECT/ENGINEER:� f/t/ c v � 2)f .'/Gy/V PHONE Xi) )6U3'c FAX: ( ) • MAILING ADDRESS: g>63 C47/2.4_ ,e..0 S9(9.1Jj/y EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: • New I Wood Existing: 4:2- [0 Sewer ❑ Addition ❑ Steel Proposed: 2 Bank l_I Community System ❑ Alteration/Remodel ❑ Concrete Total: 2 Height:/ G Individual System r. ❑ Repair ❑ Masonry r SEP Permit#06 -CG322 ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: • • Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: 2 N 71' f I Public �L7.�/G Total: 2 Name of System: • If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: -e- Proposed: /v�A Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: i Underground Tank move ground Tangy Size of Propane Tank:</2BG- IN C•• i Heat Stove i Cook Stove i Woodstove i Fireplace Insert 1 Hot Water Tank i Pellet Stove 1 Other bBQ• • Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size, distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. ,a{'1(� IEd t = i Square Footage Current Proposed For Office Use Only Amount Revision ci�{4•-t) _Qlac.� Main Floor Heated EH Bld App Review: 2nd Floor Heated ,Consistency Review: :�4 _ ,,if ,)3.T th Other Heat 'r , . A , Base fee: ILIb4 `fi�I , .J 1!� `�D t0• Mezzanine Atfditiortal Section: 11 i sil a \AVQ.It rtQ I- 35. C Heated Basement Plan Check fee: Clt .'. ID tz, .G Unheated Baiqerrimsii solf.tiON011131 State Surcharge fee: Other Unheated Pot Water Review fee: q.3.C Garage/Carport. C J SUBTOTAL 4,17 Decks „ � 3� n 99 Rd Approach fee: l 5D COOther PO.eC/ie /26 a _l(l�'`�V"D, TOTAL: $ 5, 0 (pf') l Receipt Number: -i_ _ - - Cash/Check Number: , i . 13c1)S i-5'6 ESTIMATED COST(REQUIREI j I j�� f Date: r �� a -II .Fair market value ab7 or al( and mat pals oun t4 �` M51 • ' /S -Bt� Initials: 3) G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc SS NOTE: ALL HEADERS SE(2) 2 ,x 10 MINIMUM 31' _ DP#2 MINIMUM UNLESS OTHERWISE 1o' 21' CONTRACTOR TO VERIFY ALL ROUGH OPENINGS (P.O.) W/MPG BEFORE PRAJI 13'-2" 2'-1"I 5'-9" ALL DIMENSION TO ROUGH FRAMING 6k,. R.o j P'-o '` UNLESS OTHERWISE SPECIFIED TYP CNTS 6 x 6 PT HEM- FIR#2 POST W/CC46 71_0, O 7'-0" O 7'-0" / - --f 1- - -1-f-- - - --t- 4x8OF#2 10 PORCH / 13 • TREX DECKING OR EQUIVALENT t?.. / i 3068 tu IR I ° �0 '2xae1 "oc ijr-4-1-1111-11;_pli-Ivi i 0 �I1 Ia 411) B i(2)2X8 1 I V) I I I'' 4 tp i_ct._N I 1 1 N , I . =I I l {.. � l o�,, I I i O � I oc �� I I q V i I 6 N I j t' 11 ��• I I I I-r etAl I (2)2X8^ •� 'C I 17:—: 12 X•CV6 I I:. I �c m I k l VAULT II I BIAS RV SEE I I f M5TC48B3 N Z .to.f x $ = I N s SE ON d I i N 0 1 M BEDROOM' 2 PA 4 r, ` •~, 1- W I ^) 112'-5"x 12'-1"11 L I I. I I.. GENERAL NOTES �, Z I I(2)2X8 �O I _ r — APPLIANCES IN GARAGE TO BE ;I e o i 15'-6 "� I I I I co •• ELEVATED I 17 Q _ __ -i1N o l0 ^ i7 I 18"ABOVE THE FLOOR N N �- 1.-2" 222�(8(R10.)B I3'-1"- '-2 - 'I I '-9" ` HOT WATER HEATERS TO I ( ) TI 28158 D L O I 4 I t I_ _ SECURED TO THE WAIF OF =�, ,� _} I I I "� 1 LOWER ONE-THIRDS N ^ N `I .. sO 1 k I 15 jl 48"x 36" I _ �.- ` PLACED ON R-10 RIGID INSULATION WSEC 504.2 = N a-1 ago 10 - 50 CFMI `I I 1 INSULATE WSEC5-12 ON IN 2 _el, ,� - II7-2" ,� 1 i I ` THE WATER LINES I ; .1- c I • EXHAUST DUCTS TO TERMINIA7 a N O d TH#2 e '� : T�' "x 8'-1" k Iw } I I jo NO CLOSER THAN 3'-0"FROM a I `o / OPENINGS INTO THE BUILDING ,o f.-4"x 8'•1" 116. .47trg- 1"1� M BATH ° � -z'-�'10 '�'-1'� t o I 1 L1T'; I AIR HANDLERS TO PROVIDE INT I +N I"b) -i I I 4 j V�I p FRESH AIR _I 2868�}BL ;°l 1 STAIR ") =I x 1 BEDROOM #2 n1 b ^ _ 1- GEOMETRY: I o I 1 '-5"x 10'-.t I I I I er— - W _ l 0 Id I I t I ' 10"MINIMUM TREAD T 3/4"MAXIMU, _ I N N w _I cV I ®N "�.I p = d'-8"MINrMUM HEADROOM HANDRA: O I f r _I rill I 'i N I "' N 34"-38"ABOVE NOSING Iio • b I 2 = I Ir =I 4 _—, 3 I 1 ' 1 Q: ALL INTERIOR AND EXTERIOR STAIR ' I� 1 I y I I i' ALL , I= SHAD.BE PROVIDED WITH A MEANS N _ - I I /1 ' "x 33'• ' i7 1 ILLUMINATE THE STAIR TREADS AN I tm Q I i 1I I 12' 1" - _� �' `C_J , &Ili m LANDINGS. ;� i �— --1 1 11 �`� i jam % I ,; 2 "'I I IOO �M 2 i �� II Ix _ I---} = 1, 1 PROPANE PTO - ■ / I =o b I I; 4He vEs C i I N - co 0 11 P ANTRY WO gASE W iRYER Er N I I_ „saS I N III . CAB IM I_ �,2068 • 'ATER LESS I I I 0 01 bW I I PREAB -� P \ I I �j III DrA 611.. EV FOLD TOM _ i EN STAIR PEA �.. BED BEARS ON I II IyJ #o== FN I I ENG SP Ili IIII I 'ENTER 4" STD PIPE I N I N I i I1* 4'-11 t'141' 1 7'-6" 'T ab II) I- I Y rn II I h111JI I► I I•.N O � � II VAULT I I `D � I 6 'co I I I LIVING/KITCHEN I II Qe I � 30'-1 x15-1 03 I I x Qi 1 1:1 I11 :I co x II Hi II x I II X) I 0 5'-0 1/4" 4'-11 1/2" I 5'-0 3/4" 7 5'-0 3/4" I 4'-11 1/2";� 5'-0 1/4"I n �1 .0 x j Yi Wf w' I f r�; III i I II WOOD BUD APPROVED IRNIN6 STOVEII W/I (.yp X61 I =I co b I I I I M HEARTH PER MPG SPEC51 I .I 1o41) 17 1 IlI I I o III N II III �I� III I N _} iQ III II I III 'I' .Q il w $ I I I II II FLUSH 4 x!0 or A�2 I I I I I:�: o I II BRIDGE I I II I;: O I N N •` M I I ► I .. * T'FA P TRM 1 1 PROPANE BBQ STUB 6068 SOD TEMP W/(2)— 6068 SGD TEMP WI ) ©-30 TRAP ABV MATC'-I '(3)3040 AU ELEVATION 30 TRAP AP A V 30 TRAP ABV MATCH- 3 SIDES-5GD R.O. WIDTH ( —SOD R.O. WIDTH—2 SIDES .. = BALLOON FRAME SEE PAGE 4 DECK / ' APPROVED RAIL .//I INTERIOR BEARING WALL 2 x 4 OF#2 STUDS€ 16"OC / TREX DECKIN4 OR EQUIVALENT I� TI • POINT LOAD LOCATION -- .. SEE ENGINEER'S SPECS ►T MAY 2 2 1007 FOR STUD RQRMNTS =7I t a =" - REVISED I3` — 2'-5" - 6'-2" 1'-11'3'-- —3.-- --3'--1'-11' 6'-2" 2'-5" — =; ' (P.O.) (R.O.) —_• P. ' , Nii/flJ :,, Y•:P, Il 31' — -� 1ST FLOOR PLAN scale 1/4"=1'0" _ PORTANC.; ;I.:.:... �:. 1sr FLOOR LIVING AREA = 1270 SQ.FT. 2ND FLOOR LOFT AREA = 1270 SQ.FT. G. CHRIS MCLANE & KIMBE COVERED PORCH/DECK= 126 SQ.FT. 81 WOLF ROAD QUILCENE, WA PAGE 2OF6 —mi.... 116. N T 70 Fri m Z 1.31IP C 7,5 O V I �N h'�9 WO d x ni (C) • , ). , › ‘.< cr QD-0 ---i ....),,,,, oJe-t n iI � I 04a 2 r 0 �oo1. p' d y � N gf. 00m wp 0 0� 16 Itc' E t Cam — o ti) C)N 2 — � 1 3 00 0 2 0 20m ` J �� z2 O/ 4 � m rI vi� 0 li (1) 0?)1 "1-T1 I. 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