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Home My WebLink AboutBLD2011-00030 • • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 Carl Smith, Director/Building Official PERMIT#: BLD11-00030 SITE ADDRESS: 595 SHINE RD Issue Date: 04/14/2011 PORT LUDLOW, 98365 Final Date: 1/17/2013 APPLICANT: ERNEST E EMMERT PHONE: 206-447-7727 THERESA M EMMERT 18541 61ST PL NE KENMORE WA 98028-3201 SUBDIVISION: Block: Lot: TX 7+ PARCEL NUMBER: 821334015 Section: 33 Township: 28 N Range: 01 E PROJECT DESCRIPTION: NSFR W/ATT GARAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 1/17/2013 \\tidemark\data\forms\F_BLD_Occupancy.rpt 2/11/2013 • Jefferson County Building Division Permit Num BLD11-00030 Applicant: EMMERT BUILDING PERMIT INSPECTION APPROVALS \pplicable Code: 2009 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 g— Erosion Control _ - e-ir Foundation Footing -10- I r-C'lJi-oV--)r— Footing Drains 1 Foundation Stem Wall Z ((, Underground Plumbing / _ (9 C ( (6022t- V)D r Under Floor Framing- Straps(hold downs) l� _1 n_/'L Ext. Shear Wall Nailing /( lifTI Rough-in Plumbing f/12 Shower Pan j Framing Blocking 6- /L Airseal Insulation: Walls 10 ../, t 11 itAtoill-Gte)st;1". @4- Insulation: Floors Insulation: Ceiling 1-).6 I ZInt. Shear Wall Nailing l L 71V Wallboard Nailing GirZd_� Z l Gas Line: Interior, Gas Line: Exterior Propane Tank Heat/Chimney Clearance ;9 7 ( Z Blower Airtight Test Smoke&CO2 Drywell/Alt Drainage Address Posted eo (cr 2 0-/t r Fr8 FINAL INSPECTION 1 -1b^13 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR QUILDING PERMIT APPLICAION MReview Type:I 000 24 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD11-00030 Received Date: 2/8/2011 SITE ADDRESS: ( Ci SHINE RD PORT LUDLOW, 98365 OWNER: ERNEST E EMMERT PHONE: 206-447-7727 THERESA M EMMERT 18541 61ST PL NE KENMORE WA 98028-3201 SUBDIVISION: Block: Lot: TX 7+ PARCEL NUMBER: 821334015 Section: 33 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr NSFR W/ATT GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,469 VALUATION 515,000.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2009 HEAT BASE: HEAT TYPE: GEO OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 644 CONST TYPE: DECK: 701 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 02043 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 3 Prop: 3 Total: 3 Routing Date: Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $3,305.00 LYK 02/08/11 120440 APPROVED Plan Check $2,148.25 LYK 02/08/11 120440 State Building Code $4.50 LYK 02/08/11 120440 1i, Potable Water Application $62.00 LYK 02/08/11 120440 AP`` Total: $5,519.75 Jefferson County Planninc & Building Department • CONDITIONS for Building Permit# :BLD11-00030 1.) The road approach permit(RAP11-00005) must be inspected and finaled by the Jefferson County Department of Public Works prior to the final inspection/certificate of occupancy of this residence. Contact Terry Duff, Department of Public Works at 360-385-9159 for the final road approach inspection. 2.) 2005 DOE STORMWATER MANUAL DRYWELL DESIGN CRITERIA ALL INFILTRATION SYSTEMS SHOULD BE AT LEAST 10 FEET FROM ANY STRUCTURE, PROPERTY LINE, OR SENSITIVE AREA. FOR SITE WITH SEPTIC SYSTEMS, INFILTRATION SYSTEMS MUST BE DOWNGRADIENT OF THE DRAINFIELD UNLESS THE SITE TOPOGRAPHY CLEARLY PROHIBITS SUBSURFACE FLOWS FROM INTERSECTING THE DRAINFIELD. DRYWELL BOTTOMS MUST BE A MINIMUM OF 1 FOOT ABOVE SEASONAL HIGH GROUNDWATER LEVEL OR IMPERMEABLE SOIL LAYERS. EACH DRYWELL MAY SERVE UP TO 1000 SQUARE FEET OF IMPERVIOUS SURFACE FOR EITHER MEDIUM SANDS OR COURSE SANDS. TYPICALLY DRYWELLS ARE 48 INCHES IN DIAMETER (MINIMUM) AND HAVE A DEPTH OF 5 FEET (4 FEET OF GRAVEL AND 1 FOOT OF SUITABLE COVER MATERIAL). FILTER FABRIC (GEOTEXTILE) MUST BE PLACED ON TOP OF THE DRAIN ROCK AND ON TRENCH OR DRYWELL SIDES PRIOR TO BACKFILLING. SPACING BETWEEN DRYWELLS MUST BE A MINIMUM OF 4 FEET. 3.) 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. 4.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 5.) MANDATORY MEASURES FOR SSTAL 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. 6.) 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. 7.) 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. 8.) A Stormwater Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 9.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 10.) 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. 11.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 12.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 13.) The building height is not to exceed 35 feet. 14.) Setback from Shine Road right-of-way is no less than 20 ft., setback from SR 104 right-of-way is no less than 8 ft.,side and rear setbacks are no less than 5 ft. If an environmentally sensitive area (ESA) is present, then the more restrictive setback shall apply. 15.) 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. 16.) Lighting fixtures shall be designed. hooded to prevent the light source from g directly visible from outside the boundaries of the property. The intensity or brigh ness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. SON OO + • A,. JEFFERSON COUNTY ' ,,, DEPARTMENT OF COMMUNITY DEVELOPMENT ,_ ,, a '4 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax VP•e:-....til �pp- www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: I 1 — aLl Project Description(include separate sheets as necessary): .t'S F 2, 4)/ ATP•R /u0 6R ,r_ Tax Parcel Property Number: 'Z I 33 if 0 /S Size: 2.&3 Ate'//!yl y32 fires/square feet) Site Address and/or Directions to Property: SG--G i e... 6 0 / Srrz.n,[ 124 *? it 714 Sif.t,,c_ C E.••I ,e-rf 227 Property Owner(s)of Record: �A2nVEs7" f, 0 -roc us4.{. 7/, e /..")CA-7- Telephone: 264,-- 32/— .8 Ay R Fax: 204 —11 y7 — 7727 email: eM»i a r'e. t_ efp /1S's„�c,Co.,, Mailing Address: /es-'t/ a, Sr ?Lgc/- Ail ) /(E"irno4.it 4144 980 2.R Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: \.. What kind of Permit?(Check each box that applies ._I:uilding ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit ❑Conditional Use[C(a), C(d),or C]** ❑Single Family )Garage QM• Detached ❑ Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home 0 Modular ❑Special Use(Essential Public Facilities)** ❑ Commercial* ❑Boundary Line Adjustment ❑ Change of Use ❑Short Plat** ❑ Address ❑ Road Approach ❑ Binding Site Plan** ❑ Home Business ❑Cottagelndustry ❑Long Plat** ❑Propane ❑ Planned Rural Residential Development(PRRD)/Amendments** Cl Sign ❑Plat Vacation/Alteration** ❑Allowed"Yes" Use Consistency Analysis ❑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* ❑Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑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 this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information) �lis vi l rterei�f,. r*1 i i any aata h dents,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a mate '4 -r1 a'de'1'"�t'A 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,judgrnents,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or ifrioriledidtrceag 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 a q�s e nts prior notice. J E F F E R�,g' C tj U 0Y C:C it — 3 Z� Signature: ` ) ate: // 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 compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and nontransferable responsibili y for adhering to and complying with the ESA, The Applicant has read this disclaimer and signs and dates it below. , ;Ir r$ur ' ��i • • 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 assuming 4---there ponsibility of the General Contractor for the proposed project. Signature: Cam/ Date: -2— 3 2e / 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: Frame Type: Bathrooms: �,( Shoreline: Type of Sewage Disposal: New ❑ Wood Existing: 5� ❑ Sewer • Addition ❑ Steel Proposed: 3 Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: _.3 Height: ( .individual System ❑ Repair ❑ Masonry /v--l2 SEP Permit# ❑ Demolition ❑ Other: Bedrooms: ` Water Supply: Existing: J� Setback: ; I Private well ❑ Two Party Type at: Proposed Total: 3 x 9$f Public �D�,. t1T (�(nP Name of System: pP .J£FF!'u - C.C.w...s7 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: ❑Underground Tank E IAbove ground Tank Size of Propane Tank: ❑Heat Stove 0 Cook Stove 0 Woodstove 0 Fireplace Insert 0 Hot Water Tank 0 Pellet Stove 0 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 0 2 1-jb/ EH Bld App Review: 73 2'°Floor Heated / Consistency Review: 0 0 _ a13 Other Heated 1 6. Base fee: 3. o5 Mezzanine Additional Section: f5 ,.......... Heated bE61116111lci ,, , Plan Check fey. i 1; , 5 . • (.-"4-:$0N C° -1 ( , , ' /-�-11 N t JEFFERSON COUNTY � „ i DEPARTMENT OF COMMUNITY DEVELOPMENT FEB 0 8 2011 621 Sheridan Street • Port Townsend • Washington 98368 ��S xO/ 360/379-4450 • 360/379-4451 Fax F37NC' http://www.co.jefferson.wa.us/commdevelopment/ k Y ''t! �'RI, ;-'yyf jj�� :.i S L:t�.. ttv ttUulCl9 On STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# 1' 2`fi PROJECT/APPLICANT NAME: Ernie Emmert Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. Construct 1 story 2,469 SF single family residence with 2 on grade patios and 644 sf detached garage and 1 story 2,054 SF detached Garage/ Shop in existing cleared area of the site approximately 299' from OHWM of Squamish Harbor adjacent to 601 Shine Rd. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. 2.63 acre site divided by State Highway 104 slopes from N to S at a consistent rate rising approximately 42'from top of bank to the North property line of the portion lying South of State Route 104. 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. The portion of the property South of State Route 104 is mostly cleared and in pasture. The portion North of the cemetery is partially treed with doug fir. hemlock, alder and maple with little undergrowth. North of State Route 104 is heavily wooded. 4. Describe the existing soils. Indicate soil type on the site map. Soil is consistent throughout the site. Site soils consist of a 0"-12" layer of dark brown loam over light brown medium sand with scattered gravels and cobbles to a minimum depth of 5' . 5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater 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. Lot is consistently dry and dries out rapidly after rainfall. An existing culvert crossing State Route 104 above the cemetery occasionally carries a small amount of water that dissipates before it reaches Shine Road. 6. Describe any excess levels of noise generated by the proposed use or activity: None other than construction of Lae newL] pROVE aD r hed gaage/shop. STTE PLAN APR 1 4 2011 stormwater site plan template.doc—rev.10/12/2003 5 JEFFERSON T DEPT.OF C SIGNATURE: • • .vibe 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. Portion of property South of State Route 104 slopes consistently from N to S with an elevation change of 42' in 458' (9.2%)to the top of a 10' -12' high bank on the North shoreline of Squamish Harbor. 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.). Property is on the North shore of Squamish Harbor. Adjacent to the site are single family homes and the Shine Cemetery. Access to the site is via existing paved Jefferson County road, Shine Road. Connection to power, Water, telephone and cable are all existing on the property. There are no known crtical or sensitive areas on nr• adjacent to the site. Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs 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. g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual) or, if not, what types of stormwater 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. Roof drains and foundation drains will be connected to gravel drywells to collect and disperse stormwater. 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater 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.] N/A 11. Describe the performance goals and standards applicable to the project. Minimal impact to the site. Developed and disturbed areas of the site is 19.255 of site area with new impervious area at 12% of site area. All disturbed areas of the site will be reestablished to pasture, its current condition. 12. Describe the flow control system. Flow control system will be 7ea 4'x4'x5' gravel drywells (1:1,000 SF of roof area) lined with geotextile fabric and constructed per 2005 Stormwater Management in Western Washington, Volume III. I stormwater site plan template.doc—rev.10/12/2003 6 r • I 13. Describe the water quality system. Site is dry and permeable with no streams or standing water. Wood chips or straw will be used to cover exposed ground during construction as required during wet weather. 14. Describe the conveyance system analysis and design. Stormwater will be directed via downspouts and tight lines to drywells ass located on the Site Plan, 3ea 4'x4 'x5' at the Garage/Shop and 4ea 4'x4'x5' for the new residence Number of drywells based upon 1:1, 000 SF of roof area. 15. Describe the source of fill material, physical characteristics of fill material, and deposition of excess material. Fill material will be native material excavated for construction from the site. Gravel and sand as required per construction details will be per the Structural Notes. It is anticipated to be a balanced site for excavation. If any excess materials are generated, they will be disposed of at an approved fill site. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. Clean naive fill material will be placed in no more than 12" lifts and compacted with vibratory compaction equipment. Footings will bear on undisturbed soil. 17. Describe the proposed surfacing material. New drives and parking areas will be 3/4" minus crushed basalt placed by truck and compacted with a vibratory roller. 18. Describe methods for restoration of the site. All areas not covered by new construction will be graded to tie into existing grades and replanted as pasture to match existing. Existing topsoil will be stripped, stockpiled and reused. 19. 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. N/A 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. None 21. 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. Septic system and drain field, decommissioning of existing hand dug well and installation of new well. Septic system permit is applied fol.) a'T -:r dic4t;ed_ on the Site Plan. �:>14,it 1f FEB0 8 2011 P h» stormwater site plan template.doc-rev.10/12/2003 r° • ? F 1/)f(r t Ty non # # CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1 Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. Existing site is already cleared, no additional trees or native vegetation are planned for removal. The septic system transport line will be routed so as to avoid the drip line of the maple tree as indicated on the Site Plan. 2. Establish Construction Access. Construction access will be via paved county road and new crushed rock driveway. 3. Control Flow Rates. Site drains naturally to the South. Silt fence will be installed at edge of site disturbance as required. 4. Install Sediment Controls. Wood chips or straw will be utilized to cover disturbed soils as required during wet weather. Silt fence along southern edge of soil disturbance as required. 5. Stabilize Soils. Wood chips or straw as required. 6. Protect Slopes. Bank slope is on the opposite side of Shine Road from the construction and is protected by a drainage ditch along the North side of Shine Road. Construction excavation slopes will be covered by 6 mil visqueen until backfill is has been completed. 7. Protect Drain Inlets. i\\ t 1 \ No drain inlets on or adjacent to site. -: I( y FEB 082011 Ji•t rci wq (' I! o► stormwater site plan template.doc—rev.10/12/2003 8 • I 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. None 9. Control Pollutants. Wood chips or straw will aid in pollutant control and can be collected, removed and replace if necessary. The majority of existing vegetation will remain undisturbed below the construction site and will help to filter stormwater. Wash water is available on site and a spill kit will be maintained on site. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). If necessary clean stormwater will be pumped uphill into existing vegetation and allowed to filter down the existing pasture. 11. Maintain Best Management Practices(BMPs). Each Subcontractor will be receive instructions regarding proper site management along with their directions to the site. The Owner, acting as General Contractor will make regular site inspections. 12. Manage the Project. The Owner, acting as General Contractor will make regular site inspections and will enforce all aspects of this plan. 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). Single family residences developed East and West of the site will not be disturbed because water does not flow in their direction. Very little construction will take place north of the cemetery adjacent to the site. The septic system, drywells and geothermal field will be installed during dry weather. b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). OHWM of Squamish Harbor is approximately 299' South of proposed house location. Any water leaving the site is intercepted by a grass lined drainage ditch located along the North edge of Shine Road. 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the se Squamish Harbor to the South. Ih E F `f" Tr,-, r FEB 0 8 2011 t uEi SON COUNTY DO stormwater site plan template.tloc-rev.10/12/2003 9 S b. Description of special requirements for working in or near environmentally sensitive areas. None 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, settleability, permeability, depth,texture,soil structure). None anticipated, house is intentionally located more than 200' from top of the bank. 5. Construction Phasing. a. Construction sequence Construct driveway, site prep, foundation, framing, exterior closure, interior finish and site finishes. b. Construction phasing(if proposed) No phasing proposed. 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed construction schedule. Driveway and site prep (May 2011) Foundation (May/June 2011) Framing and Ext Closure (Jul/Aug 2011) Fine Grade site & Stabilize site (Sept 2011) Int Finishes (Septll-Feb12) II. Wet Season Construction Activities. a. Proposed wet season construction activities. Interior finishes, final crushed rock surfacing drives and parking areas planting of dormant trees Feb 2012 b. Proposed wet season construction activities for environmentally sensitive areas. None 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. Ernie Emmert b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. Personal responsibility P Y } 8. Engineering Calculations. Provide Design Calculations on a separate sheet for,the followir �pplicsblrL�,�1 a. Sediment Ponds/Traps. N/A _ v ��}} b. Diversions. N/A c. Waterways. N/A t '—/ d. Runoff/Stormwater Detention Calculations N/A JEFFERS stormwater site plantemplate.doc late.doc—rev.10/12/2003 10 p • S Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall 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 the project included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should 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 knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. 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IMPERVIOUS LOT COVERAGE 15% Q c\j � O m D z G CID m ¢ - - O ¢ ¢woNO t�Oc� m ?��10oz 0]QO INw O C 0 E M N00a 0 2LL0- a CIO I- u ui 1 u U) Q y Q U � g �� C1� LL z / rr o J m LLJ u W 0 w -J o cr w Z z Q u w 0� 0a W 0 0 J O a- cr W w CO LL, m W 0 z Q w z W W z W CO z 0 LLJ 0)g¢ a +- W f7 cn c r O v Z co Eli I Y 00 Lu W m 0 0 Q PERMIT SET # DATE NOTES 1 1/27/11 IPERMITSET 4 PRINT DATE: 01.27.2011 PROJECT ARCHITECT: KRN DRAWN BY: KRN SITE PLAN Al A