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HomeMy WebLinkAboutBLD2008-00500 UILDING PERMIT APPLICASJN MLA08-00491 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 iERMIT #: BLD08-00500 Received Date: 12/3/2008 SITE ADDRESS: 262 CLAYBANKS RD QUILCENE, 98376 OWNER: ALAN J POLSON TRUSTEE PHONE: (707)459-6820 POLSON FAMILY TRUST PO BOX 64 WILLITS CA 95490-0064 SUBDIVISION: Block: Lot: + PARCEL NUMBER: 702243002 Section: 24 Township: 27 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW CAR/CAMPER CARPORT UNHEATED - NO PLUMBING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 12,250.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: GARAGE: 704 DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 Total: 0 Routing Date: iaklo0 1 --) Type Amount Paid Bv: Date: Receipt: APPR'OVED Permit $223.25 KAS 12/03/08 102945 Plan Check $145.11 KAS 12/03/08 102945 JAN 15 2009 State Building Code $4.50 KAS 12/03/08 102945 Total: $372.86 Jefferson County Planninc & Building Denartment Jefferson County Building øsion Permit Null: BLD08-00500 Applicant: POLSON TRUSTEE BUILDING PERMIT INSPECTION APPROVALS Npplicable Code: 2006 International Building Codes 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 Minimum setback from Claybanks Road right-of-way shall be 20 feet. Minimum sdie yard setbacks shall be 5 feet. Minimum setback from the Big Quilcene River Ordinary High Water Mark(OHWM)shall be 200 feet. Erosion Control SEE CONDITIONS 2 &3. Foundation Footing Straps(hold downs) Ext. Shear Wall Nailing Framing Drywell/Alt Drainage SEE CONDITION I FOR TRENCH. ENGINEERED STORMWATER PLAN REQUIRES CERTIFICATION LETTER FROM ENGINEER. Address Posted wed w kAit, . . Po s D-)1 -- exrtwee ( J-etes t 0-44 C � 19.-e/LIA.,-,:A. /' n �w t)te vt ciunA-2- c't-71-LE- Lc, cs. lt.cd (A70 O 61-J 1C" - Ok/(- \ o to Lco 4(11-"' eC(Xev FINAL INSPECTION C ( cr *4 Pnc( . 3 R flfC FINAL INSPECTION MUS BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR CONDITIONS for Building Permit# :BLD08-00500 1.) THE ENGINEERED STORMWATER PLAN IDENTIFIES THAT A 12.5 FOOT LENGTH TRENCH IS PROPOSED AND IS LOCATED ON THE EAST SIDE OF THE BUILDING. THE DOE STORMWATER MANUAL IDENTIFIES THE FOLLOWING FOR TRENCHES: THE FOLLOWING MINIMUM LENGTHS (LINEAR FEET) PER 1,000 SQUARE FEET OF ROOF AREA BASED ON SOIL TYPE MAY BE USED FOR SIZING DOWNSPOUT INFILTRATION TRENCHES: COARSE SANDS AND COBBLES 20 LF MEDIUM SAND 30 LF FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF MAXIMUM LENGTH OF TRENCH MUST NOT EXCEED 100 FEET FROM THE INLET SUMP. MINIMUM SPACING BETWEEN TRENCH CENTERLINES MUST BE 6 FEET. FILTER FABRIC MUST BE PLACED OVER THE DRAIN ROCK PRIOR TO BACKFILLING. A VEGETATED FLOWPATH OF AT LEAST 25 FEET IN LENGTH MUST BE MAINTAINED BETWEEN THE OUTLET OF THE TRENCH AND ANY PROPERTY LINE, STRUCTURE, STREAM,WETLAND, OR IMPERVIOUS SURFACE. A SETBACK OF AT LEAST 5 FEET SHOULD BE MAINTAINED BETWEEN ANY EDGE OF THE TRENCH AND ANY STRUCTURE OR PROPERTY LINE. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. 2.) A SILT FENCE SHALL BE INSTALLED AT THE NORTH END OF THE PROPOSED BUILDING PRIOR TO ANY LAND DISTURBING ACTIVITY THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CAN NOT OCCUR. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. 3.) CONSTRUCTION ENTRANCE ALL BE STABILIZED WHEREVER IRA WILL BE LEAVING A CONSTRUCTIO SITE AND TRAVELING ON PAVED ROAD OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 4.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM MICHAEL ANDERSON STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "STORMWATER REPORT" DATED DECEMBER 3, 2008 AS SIGNED BY MICHAEL ANDERSON, PE & PLS. 5.) A Geotech Report dated July 16, 2008 prepared by NTI was submitted in conjunction with a septic permit. However, the report states "the upper site is the planned location of a future garage which has reportedly been addressed in a previous geotechnical report and will not be addressed in this report". A Geotechnical Evaluation conducted by the Stratum Group recommendations the following conditions: 1. The steep 45 degrees or greater slopes along the base of the slope below the road and above the floodplain of the Big Quilcence River should not be harvested or disturbed. 2. No harvest or disturbance of the slope above the road cut in the central portion of the property where the road cut exceeds 10-feet in height. 3. The stream drainage on the southeast portion of the propoerty should not be disturbed. 4. No harvest or soil disturbance should take place in an area of convergent topography on the southwest portion of the property. 5. Trees should be cut, not pulled over. 6. All slash should be removed from the steep slopes (40 degrees) and areas immediately above the steep slopes. 7. Roots and stumps should be left in place. 8. The harvest area should be replanted with suitable trees as soon as practical after harvest. 6.) 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. 7.) 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. 8.) 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 Existina Veaetation." • • 9.) All construction activities shall not encroach upon the landslide hazard area butter. This includes the storage or preparation of materials. 10.) 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. 11.) 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. 12.) An Engineered Stormwater Plan dated December 3, 2008 prepared by Michael J. Anderson 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. 13.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 14.) 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 automobile 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 requirements 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. 15.) 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. 16.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 17.) The building height is not to exceed 35 feet. 18.) 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. 19.) 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. 20.) Minimum setback from Claybanks Road right-of-way shall be 20 feet. Minimum sdie yard setbacks shall be 5 feet. Minimum setback from the Big Quilcene River Ordinary High Water Mark (OHWM) shall be 200 feet. w • • I!ih'Jringlnir Deportment of 111117151,... FISII AND WILDLIFE Washington Department of Fish and Wildlife Region 6 Office 48 Devonshire Road Montesano, Washington 98563 (360) 249-4628 FAX (360) 664-0689 BALD EAGLE PLAN DISTRIBUTION LIST August 20 2008 Eagle Nesting Territory Big Quilcene Roost 1137 Distribution List Landowner Poison Family Trust (Alan Polson-Trustee) Wildlife Management Gretchen Blatz —WLM Wildlife Biologist Shelly Ament Original Montesano Region Six Files • Ate,SIAN.0, o 4 . 44.4 lase d0y� WASHINGTON DEPARTMENT OF FISH AND WILDLIFE !; BALD EAGLE MANAGEMENT PLAN RCW 77.12.655, WAC 232-12-292 EAGLE TERRITORY: Big Quilcene Roost 1137 1 Jefferson Occurrence# Nest # County The following conditions apply to the entire parcel if any portion falls within the distance guidelines. ❑ Any construction or vegetation removal on a lot within 400 feet of a nest tree or roost site will require a bald eagle management plan tailored for the specific land use and landowners goals. The landowner will need to contact and consult with the Washington Department of Fish and Wildlife(WDFW)prior to any clearing or construction. Please contact the WDFW at (360) 681-4276. 181 Any lot located between 400 and 800 feet of a nest or roost tree site: retain all known perch trees and all conifers>24 inches diameter at breast height(d.b.h). Retain all cottonwood trees>20 inches d.b.h.. Also retain>50% of pre-clearing or pre-construction conifer/cottonwood stand with diameter distributions representative of the original stand (>6 feet tall). Windowing,and low limbing of trees is acceptable provided no more than 30% of the live crown is removed. ❑ Any lot located>800 feet but within i/2 mile from a nest or roost site and within 250 horizontal feet of the shoreline or top of high bank bordering a shoreline: Retain all known perch trees and conifers>24 inches diameter at breast height(d.b.h.). Also retain>50%ofpre-clearing or pre-construction conifer standwith diameter distributions representative of the original stand (>6 feet tall). Windowing and low limbing of trees is acceptable provided no more than 30% of the live crown is removed. I have read and understand the above condition(s)placed on Parcel # 702-243-002 located in the NW Quarter of SW Quarter of Section 24 , Township 27N , Range 2W (East/West meridian)with actual street address of 262 Claybanks Rd. (Quilcene) . If the landowner(s)feel these conditions are too restrictive, a site specific plan may be developed with the Washington Department of Fish and Wildlife. If the conditions set forth above are acceptable,please sign below and this will serve as your Bald Eagle Management Plan. Activities will be periodically monitored and failure to comply with this Plan constitutes a misdemeanor as set forth in RCW 77.15.130. However,compliance with this plan does not ensure compliance with the Endangered Species Act or other federal, state or local laws. Poison Family Trust (Alan Poison-Trustee) Landowner(s) Signature (Date) Landowner(s) Name (Print) P.O. Box 64 FW Regional Program Manage / Address g g g a - Willits, CA 95490 FW W' e Biologist City, State, Zip Send Original To: WDFW (707) 459-6820 Region 6 Office Phone 48 Devonshire Road Montesano, WA 98563-9618 • . STORMWATER REPORT POLSON GARAGE STRUCTURE 262 CLAYBANK:S ROAD l QUILCENE, WA 98376 RECEIVED DEC - 3208 Ll wli ',% EC u51 PF'o wAsF` - ri* -/ ;Stormwater i ''S // Requires Ili Wit AltE • EXP. DATE: 05 / 05 / 10 APPROVED STORMWATER PLAN JAN 1 3 2009 Prepared by 1EFFER50 'OU• DF.PT.OF C UG MEN Michael J. Anderson 14 SIGNATURE ``� �`�=� PE& PLSNo. 27665 111. 330 Cleveland Street Port Townsend, WA 908368 • • DRAINAGE REPORT s J f POLSON GARAGE STRUCTURE 1 E .. 2nr,C 3 L'uGiil� 262 CLAYBANKS ROAD QUILCENE, WA 98376 OCD PROJECT LOCATION The project is located in Quilcene on a 15 acre site at #262 Claybanks Road more specifically, in a portion of Section 24, T27N, R2W, W.M. A portion of the Quilcene River crosses the property in an East/West direction along the northerly side of the property as shown on the record of survey filed in Vol. 27, Page 150, records of Jefferson County. The site can be characterized as a wooded rural setting in a low density single family residential neighborhood. The project consists of a new metal building for a new garage. This stormwater management plan will examine the hydrology and changes to the stormwater runoff due to the proposed construction of the garage that utilizes the existing gravel driveway to serve the garage. All proposed drainage improvements shall be consistent with the design standards of Jefferson County and the "Stormwater Management Manual for Western Washington" 2005 (DOE SMM). PRE-DEVELOPMENT SITE CONDITIONS The project area is presently un-improved and the ground cover consists of native grasses and brush. Utilizing the "USDA Soil Conservation Service — Jefferson County Area" as a resource, the soil is characterized as Cassolary-Kisap complex soils in slope areas of greater than 30%. The topography as shown on the Jefferson County website is consistent with this description. A clearing for the new garage was made sometime in the past and there is a graded gravel road from the connection to Claybanks Road up to the garage site. DOWNSTREAM ANALYSIS The downstream storm drain system consists of a roadside ditch system that drains southerly along the private on-site driveway to a culvert that crosses the road, located approximately 50 feet west of the connection to Claybanks Road. There appear to no obstructions to the free flow of stormwater for a quarter of mile downstream that drains to the Quilcene River. Page 2 of 7 11E1a — .3 .c.u, PROPOSED SITE DEVELOPMENT tJ 1(�{ LIEFFrr{F S�'�r�^E,II �If IiM'�1 U�� 1u 'i 37 L ti�� The private property site is to be developed as noted with a new garage and a new surfacing of the existing gravel driveway. The impervious areas have been calculated and it is estimated that there will be a total of 1550 sft or 0.036 Ac consisting of the roof top of the garage and a portion of the existing gravel driveway. PROPOSED STORMWATER IMPROVEMENTS The primary goal of the State DOE Stormwater Manual for Western Washington is to protect the streams of the State and the Puget Sound. To comply with that goal, the Manual prescribes the treatment of runoff and the infiltration of the treated runoff into the soil to refurbish the ground water that the impervious areas have detracted. For this project, it is planned to utilize an infiltration trench to receive the roof top runoff from the new garage. The runoff from existing gravel driveway will continue to flow along the ditch that was constructed along the driveway at the existing toe of slope down to the existing culvert. The infiltration trench is designed in accordance with the WWHM3 computer system to receive and infiltrate the 2 year flow and the increase in the 50 year flow. The system relies on passing on the historical flow into the existing surface flow system. HYDROLOGICAL ANALYSIS Attached is the report compiled by the new WWHM3 stormwater design that shows an infiltration trench will pass and satisfy the DOE Manual criteria (see attached calculations). The total property area is 15.04 Acres per the recorded survey in Volume 27, Page 150 of Surveys, records of Jefferson County. The area cleared for the project is 5200 sft and the subject of the calculations. The following is a summary of the impervious areas as shown on the site plan: Impervious areas: Garage Roof 990 sft = 0. 023 Ac. Page 3 of 7 • . Portion of existing driveway 560 sft = 0. 013 2.0 ` Total 1550 sft = 0. 036 Ac. n � Jtf(+{:�: -i CO !Jill PROPOSED STORMWATER FACILITIES The attached calculations indicate that an infiltration trench of 3 ft x 12.5 feet length will provide for the expected stormwater flows from the developed site. These calculations utilize an infiltration rate consistent the sandy loam type soils as described in the soil profile as shown in the septic design by Creative Design Solutions Inc. on file with the Health Department. An infiltration rate of 10 in/hr with a 50% safety factor was used in the calculations. EROSION AND SEDIMENTATION IMPACTS The State 2005 DOE Manual specifies that each stormwater plan shall provide for the following elements: SECTION 2.5. 1 MINIMUM REQUIREMENT #1 : PREPARATION OF STORMWATER SITE PLAN Please see attached construction plan entitled "SITE PLAN - Polson Garage". SECTION 2.5.2 MINIMUM REQUIREMENT #2 : CONSTRUCTION STORMWA'j wR POLLUTION PREVENTION (SWPP) All new development and redevelopment shall comply with Construction SWPP Elements #1 through #12 below: Element 1: Mark Clearing Limits The clearing limits will be the minimum required to construct the on-site driveway that provides access to the proposed residence and garage. No additional clearing is proposed other than as indicated on the site plan. Element 2: Establish Construction Access A construction access will be established at the new driveway location at the existing gravel road at Claybanks Road. The installation of quarry spalls to minimize tracking sediments will be utilized as shown per the detail shown on Sheet 2 of the plans . Page 4 of 7 41/ 1_,1 �� i-'I 1 >1� J C 3 ui 3 Element 3: Control Flow Rates J[fFE '; a T( [I^c The downstream condition will not be materially affected by the increase in runoff due to the proposed development. The use of an infiltration trench to capture the design storm event and allowing the historical rate to continue to the existing storm drain system does not constitute a significant change to the overall storm drainage system. Element 4: Install Sediment Controls A silt fence will be set in place along the perimeter of the new construction along the downstream boundary of the site prior to the start of any construction to prevent siltation. Element 5: Stabilize Soils At the completion of the site grading for the building pad and subgrade for the paving areas, the areas disturbed by the new construction will be seeded and maintained during the remainder of the construction period. Upon completion of the driveway and the new garage construction, the final landscaping of the site will be installed to stabilize the soils. As required by the SMM, from October 1 through April 30, no soils shall remain exposed and unworked for more than 2 days . From May 1 to September 30, no soils shall remain exposed and unworked for more than 7 days. The soils will be temporary seeded or protected with plastic covering. Element 6: Protect Slopes All slope areas will be made at a maximum slope of 3 : 1 and protected with hay and plastic coverings as required. Permanent landscaping will be installed at completion of rough grade. Element 7: Protect Drain Inlets The new catch basins will be protected with hay bales during construction. The driveway accessing onto Claybanks Road will be maintained in as clean as possible state to prevent sediment tracking. Page 5 of 7 DEC __ 3 2U Element 8: Stabilize Channels and Outlets �6�r f`"'` '` *'i71 U rn The site drainage does not affect any channels or outlets. Element 9: Control Pollutants As required by the SMM, all pollutants, including waste materials and demolition debris that occur on-site during construction shall be handled and disposed of in a manner that does not cause contamination of storm water. Maintenance and repair of heavy equipment and vehicles involving oil changes and other maintenance work shall be conducted using spill prevention measures such as drip pans. Wheel wash or tire bath wastewater shall be discharged to a separate on-site treatment system. Element 10: Control De-watering No de-watering is anticipated with this project. Element 11: Maintain BMPs All temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. All maintenance and repair shall be conducted in accordance with the Jefferson County Stormwater Standards and the requirements of the State SMM. Sediment control BMPs shall be inspected weekly or after a runoff-producing storm event during the dry season and daily during the wet season. All temporary erosion and sediment control BMPs shall be removed within 30 days after final site stabilization is achieved or after temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal of BMPs or vegetation shall be permanently stabilized. Page 6 of 7 • al Element 12: Manage the Project All aspects of this Stormwater Control Plan and the Construction Stormwater Pollution Prevention Plan will be in place in accordance with the sequencing of the work and will be properly maintained by the contractor during construction and by the property owner upon completion and occupancy of the residence. SUMMARY In summary, the stormwater requirements are as shown on the attached copy of the Engineered Site plan illustrate the stormwater facilities proposed for the project that will infiltrate the low flows. TEMPORARY EROSION AND SEDIMENT CONTROL Temporary silt fences will be placed along the site as shown to provide erosion control during construction. Landscaping of all exposed soil will be completed as soon as possible to prevent any offsite soil deposition. C , l D r DEC 3 2008 Ll rfp,,, pii sa!ri Page 7 of 7 • S ATTACHMENT I PLANS RE 03 DEC - 3 2008 JEFFERSON COS ry GCB , A" • o t • , 0 \-- . L -........--- T • ‘ . 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TED 3 POn irErri,n1! • J'ffEtt- IIL OCD • Western Washington liptology Model PROJECT RT 410 Project Name: default • Site Address: claybanks road City quilcene Report Date : 5/9/2008 Gage Quilcene Data Start 1948/10/01 Data End 1993/09/30 Precip Scale: 1.22 PREDEVELOPED LAND USE Name Basin 1 Bypass: No GroundWater: No Pervious Land Use Acres A B, Forest, Mod .119 Impervious Land Use Acres C i 4 L.<>1 Element Flows To: Surface Interflow Groundwater DEC - .3 2 rrr Name Basin 1 dLirL.,.._ Bypass: No GroundWater: No Pervious Land Use Acres A B, Forest, Mod .083 Impervious Land Use Acres ROADS MOD 0.023 DRIVEWAYS MOD 0.013 Element Flows To: Surface Interflow Groundwater Gravel Trench Bed 1, Gravel Trench Bed 1, Name Gravel Trench Bed 1 Bottom Length: 12.5ft. Bottom Width : 3ft. Trench bottom slope 1: 0.0001 To 1 Trench Left side slope 0: 1 To 1 Trench right side slope 2: 1 To 1 ' ° � Material thickness of first layer : 0.5 'i+j:'� U �� Pour Space of material for sill d layer : 0.5 Material thickness of third 1 er : 0.5 III Pour Space of material for third layer : 0.5 Infiltration On Infiltration rate : 10 Infiltration saftey factor : 2 Discharge Structure Riser Height: 0 ft. Riser Diameter: 0 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(ft) Area(acr) Volume(acr-ft) Dschrg(cfs) Infilt(cfs) 0.000 0.001 0.000 0.000 0.000 0.022 0.001 0.000 0.000 0.017 0.044 0.001 0.000 0.000 0.017 0.067 0.001 0.000 0.000 0.017 0.089 0.001 0.000 0.000 0.017 0.111 0.001 0.000 0.000 0.017 0.133 0.001 0.000 0.000 0.017 0.156 0.001 0.000 0.000 0.017 0.178 0.001 0.000 0.000 0.017 0.200 0.001 0.000 0.000 0.017 0.222 0.001 0.000 0.000 0.017 0.244 0.001 0.000 0.000 0.017 0.267 0.001 0.000 0.000 0.017 0.289 0.001 0.000 0.000 0.017 0.311 0.001 0.000 0.000 0.017 0.333 0.001 0.000 0.000 0.017 0.356 0.001 0.000 0.000 0.017 0.378 0.001 0.000 0.000 0.017 0.400 0.001 0.000 0.000 0.017 0.422 0.001 0.000 0.000 0.017 i�`\I'j ,',,�li- ' \y iji ) 0.444 0.001 0.000 0.000 0.017 0.467 0.001 0.000 0.000 0.017 0.489 0.001 0.000 0.000 0.017 � }' <1, °)J��+`�1f' ll 0.511 0.001 0.000 0.000 0.017 0.533 0.001 0.000 0.000 0.017 0.556 0.001 0.000 0.000 0.017 Ir r r"-; ' "-V *� ((�� 0.578 0.001 0.000 0.000 0.017 t , JO 0.600 0.001 0.000 0.000 0.017 0. 622 0.001 0.000 0.000 0.017 0.644 0.001 0.000 0.000 0.017 0.667 0.001 0.000 0.000 0. 017 0.689 0.001 0.000 0.000 0.017 0.711 0.001 0.000 0.000 0.017 0.733 0.001 0.000 0.000 0.017 0.756 0.001 0.000 0.000 0.017 0.778 0.001 0.000 0.000 0. 017 0. 800 0.001 0.000 0.000 0.017 0.822 0.001 0.000 0.000 0.017 0.844 0.001 0.000 0.000 0.017 0.867 0.001 0.000 0.000 0.017 �(� lF1 0.889 0.001 0.000 0.000 0. 017 ' ��; 0.911 0.001 0.001 0.000 0.017 0. 933 0.001 0.001 0.000 0. 017 •. 0.956 0.001 0.001 0.000 0.017 0. 978 0.001 0.001 0. 000 0.017 1.000 0.001 0.001 0.000 0.017 � 'LU � 1.022 0.001 0.001 0.000 0.017 BMA�`+ 1.044 0.001 0.001 0.000 0.017 1.067 0.001 0.001 0.000 0.017 1.156 0.002 0.001III 0.000 0.017411 1.178 0.002 0.001 0.000 0.017 1.200 0.002 0.001 0.000 0.017 1.222 0.002 0.001 0.000 0.017 1.244 0.002 0.001 0.000 0.017 1.267 0.002 0.001 0.000 0.017 1.289 0.002 0.001 0.000 0.017 1.311 0.002 0.001 0.000 0.017 1.333 0.002 0.001 0.000 0.017 1.356 0.002 0.001 0.000 0.017 1.378 0.002 0.001 0.000 0.017 1.400 0.002 0.001 0.000 0.017 1.422 0.002 0.001 0.000 0.017 1.444 0.002 0.001 0.000 0.017 1.467 0.002 0.001 0.000 0.017 1.489 0.002 0.001 0.000 0.017 1.511 0.002 0.001 0.000 0.017 1.533 0.002 0.001 0.000 0.017 1.556 0.002 0.001 0.000 0.017 1.578 0.002 0.001 0.000 0.017 1.600 0.002 0.001 0.000 0.017 1.622 0.002 0.001 0.000 0.017 1.644 0.002 0.001 0.000 0.017 1.667 0.002 0.001 0.000 0.017 1.689 0.002 0.001 0.000 0.017 1.711 0.002 0.001 0.000 0.017 r��,�� �� I� � �� 1.733 0.002 0.001 0.000 0.017 ` � ,1 ,, b 1.756 0.002 0.001 0.000 0.017 1.778 0.002 0.001 0.000 0.017 1.800 0.002 0.002 0.000 0.017 DEC3 r?n 1.822 0.002 0.002 0.000 0.017 �'�' 1.844 0.002 0.002 0.000 0.017 1.867 0.002 0.002 0.000 0.017 1.889 0.002 0.002 0.000 0.017 aL,:, , ,,.,,;; 1.911 0.002 0.002 0.000 0.017 1.933 0.002 0.002 0.000 0.017 1.956 0.002 0.002 0.000 0.017 1.978 0.002 0.002 0.000 0.017 2.000 0.002 0.002 0.000 0.017 MITIGATED LAND USE ANALYSIS RESULTS Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) ____ 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0 5 year 0 ;TA ; ; , 10 year 0 25 year 0 ;.. 50 year 0 100 year 0 sr4: , UMY till na-rl•s Pi Q... L..cric e1..r�orl and Mi l•i na}arl Pnr $l Ranked Yearly Peaks for Preditoped and Mitigated. POC #1 111 Rank Predeveloped Mitigated POC #1 The Facility PASSED The Facility PASSED. Flow(CFS) Predev Dev Percentage Pass/Fail 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass ,7-7`' ,,, ,,.,r 9 j ) 0.0000 0 0 0 Passim' " 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass e)r r'` r fyt�0o 0.0000 0 0 0 Pass L�E L - L0d0 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass r, , 0.0000 0 0 0 Pass t l' 0 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass LitW 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass pp i �! 0.0000 0 0 0 Pass ` fF SG LOONY �4ij 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass • 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass T(7 �i':''"�' y")E�� 0.0000 0 0 0 Pass 1-1'�/'f-6- J if) 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass DEC3 "t'3 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass 0.0000 0 0 0 Pass ` "1 uJ Water Quality BMP Flow and Volume for POC 1. On-line facility volume: 0 acre-feet On-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. This program and accompanying documentation is provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by the user. Clear Creek Solutions and the Washington State Department of Ecology disclaims all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions and/or the Washington State Department of Ecology be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions or the Washington State Department of Ecology has been advised of the possibility of such damages. ......0 N\ r- 6.54, eel _______________, * 7\-:--- •.(r.t.7 / / ,,,'/ , •, ._ .1. , ''. \ vl 4 1 I //tl //Z_ // 1-- / y) n 0 , , 6 A ' -€,1,& , •P', \ ,c) s, -',- -- C ": 1.71 1? 4. --k • ;‘ ck r 0 V- 01 0 ' (11 i , N FS). I *-),- \\\ _ ..-Z , A .1i••t / ' • ' , • , n„, e___ ,,, ,,,„„ N '•.\ N z 4 7 . _... '. \ ;i P /" 1 \ < . t ' \ \ ' , '• , '4 rJ . v , ..,. ':1'1 I. ''' 01 \ \ _ N , , \• .,-' ) .1 t \' -3 ) ;''' : --_____/ --t'- ,- -‘\ C1 \\ 1 ... c.- . -1 \\\\ ----s c c-- 3-› --( V \ Z3 l.N1 '75 Y "..% 04 • ‘.,, (‘‘‘ 1> 144. 04 ... 04 ''‘... E 1-1" , -‘ V. -\ '> 4- U\ 1 V (-1 c\ \,........›. - „c. , ,-*,... I 0, 1 : \\\\‘,-\ -I , ---------) _. 11 4-' /c• IS-• i crl C) i_ — -'‘ \ __ a 3-3, **7; %) U)\I\ c (Do . al ( ) . ) c•-' c g CI 1 it -A"--• CO : ^a i cn 117:4-p (‘-? ri SPA _ z m ›20, • -K g) . 6 ' - ,!.40P tll Z . w -77--'1 -0 ..-• Ir-v-1 -7-• l''''Ll _va• co t...4 r-r^, i,:- W.k. r7i 2 53 Z tmilt:Ii :;is.1\ cL:71: v\s„c - : .. -7 ir 2 j --, L--) •;...., o t c----, m c — to 5 3'77 • .¢.sON co JEF C JJ( CO Ww G FERSONNTY , • ,k DEPARTMENT OF COMMUNITY DEVELOPMENT Jam` ( w �� r �` ' ~' ' ' 621 Sheridan Street • Port Townsend •Washington 98368 360/3794450 •• 360/379-4451 Fax L:.„-3 , .y L O www.co.jefferson.wa.us/commdevelopment1,s. 1 rr an V�! hn , -- ;' Master Permit Application ' tr1.. "� i i' ,H I' MLA: )E -4 i I Project Description (include separate sheets as necessary): n n/C \Lf/ P4912- % Tax Parcel Property Number: 79 2- Z 3 © 0 7- Size: A-c-re-t (acres/square feet) Site Address and/or Directions to Property: Z6 Z Gcai bd,,,tlL , Qui-cam e- . Property Own s)of Record: /7(4 et Pa S;,.,, F4441 r'/�U /v �--7 Telephone: 7o ti-S-- E Lc� Fax: . �- email:at'ctnJ g 516Gl//'a6 •71q-- Mailing Address: D D� Cjr- )M//f fs - Fs"ygo Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑Building ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit .41 g0 T 0 Conditional Use[C(a), C(d),or C]** ❑ Single Family Garage Attached Detache 0 Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home 0 Modular 0 Special Use(Essential Public Facilities)** ❑ Commercial* 0 Boundary Line Adjustment ❑ Change of Use ❑ Short Plat** ❑ Address 0 Road Approach 0 Binding Site Plan** ❑ Home Business ❑ Cottagelndustry ❑ Long Plat** ❑ Propane ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑ Sign ❑ Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis 0 Shoreline Master Program Exemption/Permit Revisions** ❑ Stormwater Management ❑ Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination (SPAAD)* ❑ Shoreline Management Variance ❑ Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* 0 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 / to act as my agent in matters relating to th' appli ion for permit(s). OWNER SIGNATURE / —` // 0 (�tf Date: U 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,rea$onable 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 info s the C unty in writing at the time of the application tha a or she wants prior notice. / Signature: ' Date: /l ..-.0‘ 0 7 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 permit 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 corn iance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable re ty for adhering to and complying with the ESA. The Applicant has read this disclaims and§ign and dates it below. Signature: Date: 1( . , 6 0 I G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc • BUILDER STATEMENT ill The signer of this statement does hereby certify that they are the Owners of the parcel referenc-d herein,t•at they are not licensed contractors and that they will be assuming the responsi ility of the General Contractor for the proposed project. O Signature: Date: 1" L GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX: ( ) MAILING ADDRESS: EMAIL Project Type: Fra Type: Bathrooms: Shoreline: Type of Sewage Disposal: New ood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: V Individual System ❑ Repair ❑ Masonry SEP Permit# 0)-Coc-). ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well 0 Two Party Type of Heat- Proposed: ❑ Public u k„ I-t� ,„1 Total: Name of System: - If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: 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 I Above ground Tank Size of Propane Tank: I Heat Stove I Cook Stove i Woodstove i Fireplace Insert I Hot Water Tank i Pellet Stove i Other 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. Square Footage Current Proposed ,For Office Use Only Amount : Revision Main Floor Heated EH Bid App Review: -2fa Floor Heated .i ,,I ,, .. ' Consistency Review: I S� 00 Other Heated Base fee: aa3 '1C3 [I Mezzanine F C �A --_` (�✓ 2 Additional Section: Heated Basement Plan Check fee: 1 t i1 ' ' (jf ' r - ` Unheated Basement ( ,r.. ',- Y E . State Surcharge fee: L-1 Other Unheated Pot Water Review fee: _---_\ Garage/Carport_? I a,- (p01 SUBTOTAL �. Decks 911/Rd Approach fee: Other TOTAL: $ 5r0 `"1 cola Receipt Number: 1Oa(`i�C, Cash/Check Number: �_l5`tJa ESTIMATED COST(REQUIRED) Date: I I •Fair market value of all labor materials foundation to finish 0 DOO Initials: I-� I G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc