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HomeMy WebLinkAboutBLD2009-00382 • • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 Al Scalf, Building Official PERMIT #: BLD09-00382 SITE ADDRESS: 530 SADDLE DR Issue Date: 02/1/2010 PORT TOWNSEND, 98368 Final Date: 1/5/2011 APPLICANT: ROBERT A FRENETTE PHONE: 541-415-1612 LINDA D FRENETTE 530 SADDLE DR PORT TOWNSEND WA 98368 SUBDIVISION: CAPE GEORGE VILLAGE DIV 7 Block: Lot: 12 PARCEL NUMBER: 941500012 Section: 18 Township: 30 N Range: 01 W PROJECT DESCRIPTION: NSFR W/ ATT GARAGE & A/G 55 GAL PROP TANK THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 1/5/2011 I.\F_BLD_Occupancy.rpt 10/29/19 _ I Jefferson County Building Dion Permit Num�r•: BLD09-00382 Applicant: FRENETTE BUILDING PERMIT INSPECTION APPROVALS \pplicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 r 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 /��/,3�IC Minimum setback from Saddle Drive right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. Erosion Control 5 - -to6 SEE CONDITIONS 3 &4 Foundation Footing s/qq'/p i , vr- Footing Drains 1 Foundation Stem Wall J I t O >,„, Under Floor Framing Ga^1b_`0 Straps(hold downs) 11.4 •� f, b Ext. Shear Wall Nailing - I 1_5- I0 >r 1i2 ,— ( �1 Rough-in Plumbing / —/)—/0 Framing /0—)l— io Airseal Insulation:Walls Insulation: Floors !-4-to Insulation:Ceiling I --4"1,43 7_ Int. Shear Wall Nailing /t9 _if_to Wallboard Nailing Gas Line: Interior t 0 — Ft Gas Line: Exterior Propane Tank Cp FV4 Heat/Chimney Clearance ,I0 Drywell/Alt Drainage SEE CONDITIONS 1 &2 Address Posted FINAL INSPECTION (*to c v FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR MLA09-00377 liklUILDING PERMIT APPLICA N Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD09-00382 Received Date: 11/18/2009 SITE ADDRESS: 530 SADDLE DR PORT TOWNSEND, 98368 OWNER: ROBERT A FRENETTE PHONE: 253-926-8363 LINDA D FRENETTE 233 ROGUE RIVER HWY#916 GRANTS PASS OR 975271600 CAPE GEORGE VILLAGE DIV 7 SUBDIVISION: Block: Lot: 12 PARCEL NUMBER: 941500012 Section: 18 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NSFR W/ATT GARAGE & A/G 55 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,780 VALUATION 229,000.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 320 CONST TYPE: SETBACK: DECK: 279 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: CAPE GEO BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 2 Total: 2 Tot • Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,716.15 LYK 11/18/09 111237 APPROVED Plan Check $1,115.50 LYK 11/18/09 111237 State Building Code $4.50 LYK 11/18/09 111237 Mil Potable Water Application $62.00 LYK 11/18/09 111237 Jefferson County Planning Total: $2,898.15 &Building Department • • CONDITIONS for Building Permit# :BLD09-00382 1.) DESIGN CRITERIA FOR SPLASHBLOCKS: A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS. A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS. 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.) A SILT FENCE SHALL BE INST.D BETWEEN THE PROPOSED DRYWIf AND THE EAST PROPERTY SLOPE IOR TO ANY LAND DISTURBING ACTIVI APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT SILT DOES NOT ENTER THE STREAM. IF NECESSARY A SILT FENCE SHALL ALSO BE INSTALLED SOUTH OF THE 55 FOOT STREAM BUFFER. 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. 4.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS 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. 5.) A Stormwater Site 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. 6.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 7.) 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. 8.) A minimum of two (2) on-site parkTffg spaces shall be provided for the single family residence. 9.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. Pre-existing legal lots of record less than one acre in size in rural residential districts are subject to the stormwater requirements in Chapter 18.30 JCC and must meet the"Area of Impervious Surface Coverage"to the maximum extent practicable as determined by the administrator. Lot coverage is defined as amount of impervious surface, which includes rooftops, driveways, concrete, etc. 10.) The building height is not to exceed 35 feet. 11.) Minimum setback from Saddle Drive right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. If an ESA is present, then the more stricter setbacks shall apply. 12.) 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. 13.) 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. soNJEFFERSOtv"COUNTY •tilliniliii ,:.% DEPARTMENT OF COMMUNITY DEVELOPMENT `_3 `4 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax p'� www.co.jefferson.wa.us/commdevelopment �`SIIING Master Permit Application MLA: 5q -r T7 Project Description(include separate sheets as necessary): S/ n9Le Fa7V//y Residence 4/AT-- AME. A/c 55 00 pp. t -k Tax Parcel Number: t 9� 5 �� �� Prope y Size: i . rSacy es (acres/square feet) Site Address and/or Directions to Property: ,6730 Sa dd (e Dy. part T wy servo/ Property Owner(s)of Record: Robe)S A. * if n cia D. FREA/gr Telephone:(4-9/) 1//-5--/4-/a Fax: email: r r e rt etC 6) hulh es.het Mailing Address: ,5-3 0 Saddle Pr. , POYD ia.ns end, Wie) g834. ' Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑Lot or Road Segregation 1 Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) NrSingle Family J.arag<Affached"Detached ❑Conditional Use[C(a), C(d),or CI** ❑ Manufactured Home ❑ Jlodular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑ Special Use(Essential Public Facilities)** ❑ Change of Use 0 Boundary Line Adjustment ❑ Address ❑ Road Approach 0 Short Plat** ❑ Home Business 0 Cottage Industry 0 Binding Site Plan** X Propane ❑ Long Plat** ❑ Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑ Stormwater Management 0 Shoreline Master Program Exemption/Permit Revisions** ❑ Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** 0 Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: G-1-endon Sept(t Pe)- m/Z -— alreadq (SSueI 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 provided herein,and in any attachments,is true and correct to the best of his,her or its 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 attorneys 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 appli t a h ors a Is prior / / Signature: t/�r Date: ///% �/ O 9 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 tederal 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 non-trans r bl responsibilitns adhering to and complying with the ESA. The Applicant has read this discirper a igns and dates it below. Signature: U' �./l Date: ///l • q G:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc • 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 a L i ere/spp*nsibility of the Ge eral Contractor for the proposed project. . Signature: �'�?l ' ` '2�E� � Date: /V /F 0 9 • 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: ' K New A Wood Existing: Gi ❑ Sewer ❑ Addition ❑ Steel Proposed: A. Bank IIA ❑ Community System O Alteration/Remodel 0 Concrete Total: o2 _ Height: '.Individual System O Repair ❑ Masonry SEP Permit# Demolition ❑ Other: Bedrooms: Water Supply: Existing: a Setback: ❑ Private well ❑ Two Party y Type of Heat: Proposed: 01 Public heat pwmp Total: 02 eofSyste : cape (eore 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 . bove ground Tan Size of Propane Tank: SW 3l S i Heat Stove i ook Stove oodstove i Fireplace Insert 1 Hot Water Tank i Pellet Stove i Other Is this appliance being installed in a Manufactured/Mobile Home? Yes cp 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 /7536 nto131 EH BId App Review: rf3 2`d Floor Heated ---� :7 Consistency Review: 01-l - Other Heated Base fee: Mezzanine —, Additional Section: — Heated Basement Plan Check fee: 1l15.50 Unheated Basement State Surcharge fee: 4 .st) Other Unheated Pot Water Review fee: DO Garage/Carport SUBTOTAL Decks 7 q i261 911/Rd Approach fee: ex' Other TOTAL: $ 32Z2. 15— Receipt Number: I ( ( 237 Cash/Check Number: ( ESTI ( Date: _ ,Fa' value of all labor and-materiels undation to finish Initials: G:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc aN Cps • JEFFERSA COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT � FQI � 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax 49Z ING http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA t 09-31 1 PROJECT/APPLICANT NAME: Robert A. &Linda D. Frenette • 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. To construct a 1780 sq t. single family residence and a 320 sq.ft shed on a 1.75 acre lot using existing dirt road. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. Varied topography-20%slope on far west side - 100 ft. drop over 100 ft. from proposed homesite. Homesite is level within 5 ft.,terrain is dry,clearing is minimal. All property covered with trees and vegetation. 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. The property is covered with trees and vegetation-fir,alder,cedar,ferns and prickly brush. 4. Describe the existing soils. Indicate soil type on the site map. According to the septic system designer,the top few inches of soil are"duff". Then sandy loam to at least 3 to 4 feet. 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. There is no water entering our property from adjacent lots. To the northeast there is a drainage ditch along the road which passes thru a 12" culvert. The property to the southeast is higher than ours. No water drains to the northwest or southwest because the soil is very absorptive. 6. Describe any excess levels of noise generated by the proposed use or activity: Only normal noise during construction. APPROVED NOV STORM WATER PLAN storwater site Wan template—rev.10121/2008 J A f d 2 8 2010 m t 5 StOrmWat P�5 • Require SGNATIOR (� I�Y DEVELOP ;N= ,.. 7_ Describe significant geographic feat i s and critical areas(Le.. environmentally sensi areas such as wetlands, streams. sleep slopes.etc)on the site. Indicate location on the site map. The property slopes from east to west. There is a possible seasonal creek just beyond the far west edge of the property. It is about 300'from the proposed dwelling. The area in between is covered with trees and native vegetation. 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.). There are existing homes to the southeast and northwest. There is a possible seasonal creek just beyond the property to the west. The residential property beyond that is up a steep hill. Permanent Stormwater Control Plan This portion of the Stonnwater 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. All stormwater will be"fully dispersed'.The proposed site falls well within the 10%impervious total. All gutters and downspouts will have splashblocks discharging into vegetative dispersal areas greater than 50'. The proposed_site has about 300' of flow path. 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.] I don't think treatment facilities will be needed based on a"fully dispersed"plan. 11. Describe the performance goals and standards applicable to the project. We intend to impact the site as little as possible and to have the post developed stormwater match the predeveloped condition. None of the slash and stumps have been burned at the site. 12. Describe the flow control system. The proposed construction should not affect any existing flows. The build site is relatively level and the soil is very absorptive so we should achieve"full dispersion". stonry ater site plan template—rev.1 0.21r2008 6 i " r15` /3_ Describe the water quality system. • The build is not affecting any existing flow of stormwater. The exposed soil will be covered with bark and wood chipss to prevent erosion and filtration of stormwater will exceed 300'through existing forest and vegetation. 14. Describe the conveyance system analysis and design_ Downspouts will drain to splashblocks to the west through 200' of forest and native vegetation. • 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material_ Fill material is not needed. Site is relatively level and natural. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. N/A 17. Describe the proposed surfacing material. 6" of"pit run" compacted by trucks and excavator and covered with crushed rock compacted manually by roller. 18. Describe methods for restoration of the site. The driveway was built over an existing dirt road. Other affected areas will be landscaped with native vegetation or grass. 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. NIA 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_ The Glendon septic system was approved for the previous owner. Murwater sex pan lempale-rr:.70/21200$ NOV 1 8 ,_7)09 1 CONSTRUCTtOS"ORMWATER POLLUTION PREVENTION PL. SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The f3MPs 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 Volume II Section 3.2.3 of the Manual(beginning on page 3-7). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. The driveway wat cleared by the previous owner. Minimal forest was removed to install the Glendon septic system. Minimal brush and trees removed for the proposed single family dwelling. 2. Establish Construction Access. The existing dirt road was improved by adding 6" of pit-run and will be improved further once the big trucks are done. All construction vehicles access the site by this driveway. 3. Control Flow Rates. The property drains naturally to the west of the proposed dwelling. Bark chips and/or compost will be spread on all exposed soil. 4. Install Sediment Controls. Bark and/or wood chips will be pread on all exposed soil. 5. Stabilize Soils. Bark and/or wood chips will be spread on all exposed soil. Piles of dirt will be covered with plash sletinz 6. Protect Slopes. The slope to the west is over 100' away and will not be affected. 7. Protect Drain Inlets. There are no drain inlets into the proposed build site. There is a ditch between the property and the road and stormwater flows to the north thru a 12" culvert. slarisaw silo plan ternWa:o-rev.10,2u2W8 12 Required Elements—Construe'TISWPPP(continued) • 8. Stabilize Channels and Outlets. There are no outlets. 9. Control Pollutants_ Woad chips will aid in pollutant control and can be collected, removed and replaced if necessary. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). The soil here is very permeable and very little standing water has been observed even after many days of rain. 11. Maintain Best Management Practices(BMPs). All subcontractors will be advised of the need to control stormwater and pollutants. My wife and I will be doing most of the construction ourselves. 12. Manage the Project. My wife and Ilalan to do most of the work ourselves. One of us will be on the site at all times when work is done to ensure compliance with 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). Both neighboring dwellings are a considerable distance (over 100')from our proposed home and their property will not be disturbed. No environmentally sensitive areas will be affected. b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). West of our proposed house there is approx. 100' of gentle slope covered with forest and native vegetation and soft spongy soil. Then the land drops down a 20% slope for about 200' - also covered with forest, native vegetation and spongy soil ending with dense brush at the base of the slope. The map indicates a seasonal creek just off our property but there is no water visible. The land at the base of the slope seems to slope gently to the northwest thru dense brush. 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. Approx. 300'west of our proposed dwelling and just off our property there is a possible seasonal creek. I have been down to the base of the slope several times after it rained and there is no water visible. The land at the base of the slope seems to slope gently to the northwest thru dense brush. slortnwater ste pearl nxrQlaa-rev.1 r 21 t2009 9 b. Description of special requirnts for working in or near environmentally sensSareas, N/A 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 expected. Site is relatively level and crawl space construction will only require a shallow foundation cut. 5. Construction Phasing. a. Construction sequence Surveying boundaries, site prep, shed,foundation,framing,roofing, interior finish and landscaping. b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed construction schedule. Siteprep/shed-Feb 2010,foundation-March 2010,framing- April 2010,Roofing-May 2010 Interior finish- June,July and August 2010,Landscaping Sept 2010. II. Wet Season Construction Activities. a. Proposed wet season construction activities. Build shed and foundation and start framing. 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. Robert and Linda Frenette b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. personal responsibility 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. N/A b. Diversions, c_ Waterways. d. Runoff/Stormwater Detention Calculations s]amwaler Me plan lenpla:e-rev.1o'2 12008 10 i ! 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.a opS DAT�/oo /O 9 (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) ( ) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template-rev.10/21/2008 12 r CD cm C d © y a 48' ci) 00 14'9" 9'3,, rip C r R- & 4 3030 v BWP 3o3o BWP 3o3o ABWP _ C ? x o bd • 0 _ CD 0A egress :,. ' p O Er 2. g co li OA 1 6 OO 00 O,t G a � w1. v-0, g • w '-� `° �_ BWP 20' s�� a N : � i ► to 1-0g 4. 1-4 cp _ O o p. a i 4 ... . , ripi 4 th 0 Trrse- Ak f/D CD N C1 CD PP �' 'd C� w 0 R. o t 00 41:-.:0 0 C:I) i'd 0 tcl 1 C) r° 1 oo = . , 14'9" ► oo tllIBWP pp d o a ► W F. CI3 .. c - 11'9" Fi c � • . , Fir r O N n C ai ;0 p ln� n a 0—, N ® • 0 r 0 t•.) o 1 ® =r., °Q r a � N F P vs C1 0. •�--+ E. 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