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HomeMy WebLinkAboutBLD2009-00189 MLA09-00211 *BUILDING PERMIT APPLIC . ON Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD09-00189 Received Date: 6/29/2009 SITE ADDRESS: 300 DISNEY RD NORDLAND, 98358 OWNER: VALERIE 0 KOSCHNICK PHONE: 360-643-1317 LIFE ESTATE PO BOX 763 SEQUIM WA 983820763 SUBDIVISION: Block: Lot: TX 2 PARCEL NUMBER: 921094007 Section: 9 Township: 29 N Range: 01 E CONTRACTOR: BISHOP BROTHERS CONSTRUCTION PHONE: (360)301-1979 LOREN BISHOP 371 BISHOP HILL RD CHIMACUM WA 98325 Contractor's License BISHOBC093D6 Expires 1/11/2011 REPRESENTATIVE: LOREN BISHOP PHONE: 360-301-1979 371 BISHOP HILL ROAD CHIMACUM WA 98325 PROJECT DESCRIPTION NSFR W/ATT GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 546 VALUATION 136,030.00 ADD'L: 1,008 HEAT TYPE: EEE CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 430 SHORELINE: CONST TYPE: DECK: 336 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: OTHER BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 1 Prop: 3 Total: 1 ,IOtert- Routing Date: Type Amo iuiTPdld By; —Date: Receipt: Permit $1,200.95 LYK 06/29/09 108704 APPROVED Plan Check $780.62 LYK 06/29/09 108704 AUG a 2009 State Building Code $4.50 LYK 06/29/09 108704 Potable Water Application $62.00 LYK 06/29/09 108704 Jefferson County Planning State Building Code $4.50 LYK 06/29/09 108704 &Building Department Total: $2,052.57 Jefferson County Building •sion Permit Nu*: BLD09-00189 Applicant: KOSCHNICK BUILDING PERMIT INSPECTION APPROVALS Npplicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 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 egC-6'' Minimum setbacks from Disney Road and private ingress/egress ( easement rights of ways shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from OWHM is 55 feet. Erosion Control SEE CnONDITION 2& 3 Foundation Footing Footing Drains Foundation Stem Wall 5.1 ire( Underground Plumbing K-2,0-0 cr Under Floor Framing Straps(hold downs) Ext. Shear Wall Nailing cc t I D et Rough-in Plumbing r�✓�,n� -.�fin— 0 14.. Framing `/ 14- D A (1L.rr6 Li e-- Ve-r Airseal q7.q Insulation: Walls a- -eq. Insulation: Floors Insulation: Ceiling Int. Shear Wall Nailing Wallboard Nailing Gas Line: Interior Gas Line: Exterior Propane Tank Heat/Chimney Clearance Drywell/Alt Drainage / fre 9 SEE CONDITION 112,613156 ut, w Address Posted /70 '41(c (DAC( 4+5 Pr°tnt Pnea. FINAL INSPECTION 3I 1 V FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR 4110 • CONDITIONS for Building Permit# :BLD09-00189 1.) 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 TC)P OF THE DRAIN ROCK AND ON TRENCH OR DRYWELL SIDES PRIOR TO BACKFILLING. SPACING BETWEEN DRYWELLS MUST BE A MINIMUM OF 4 FEET. 2.) 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. 3.) A SILT FENCE SHALL BE INST D LANDWARD OF THE 40 FOOT SHOipINE SETBACK FROM THE CREST O THE SHORELINE BANK PRIOR TO ANY L ND 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. 4.) The existing residential structure shall be decommissioned - all plumbing fixtures and kitchen appliances removed prior to final of the new residence. 5.) THE SITE PLAN SUBMITTED ON 6/29/09 APPEARS TO SHOW THAT THE SEPTIC TANKS ARE LOCATED LESS THAN 50 FEET TO THE EXISTING WELL. PRIOR TO FINAL OCCUPANCY, MUST VERIFIY THAT SETBACK IS ADEQUATE OR APPROVED OTHERWISE BY JEFFERSON COUNTY PUBLIC HEALTH. PLEASE CONTACT SUSAN PORTO FOR QUESTIONS 385-9444 6.) 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. 7.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 8.) 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. 9.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through#12 of the Department of Ecology's Stormwater Management Manual for Western Washington to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 10.) 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. 11.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 12.) Not more than 2 unlicensed vehillshall be stored on any lot unless totally s ned from view of neighboring dwellings and rights-of-way. Such screening shall mee 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. 13.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 14.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 15.) The building height is not to exceed 35 feet. 16.) Minimum setbacks from Disney Road and private ingress/egress easement rights-of-ways shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from shoreline top of bank is as follows: The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be thirty (30)feet or one (1) foot for each foot of bank height, whichever is greater. This setback shall be measured from the bank's edge when the bank's height exceeds 10 feet. When the bank's height is less than 10 feet, the setback shall be measured from the ordinary high water mark. The setback shall not exceed 100 feet. 17.) 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. 18.) 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. 19.) 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. k4elliiik6, • •JEFFERSON COUNTY W A DEPARTMENT OF COMMUNITY DEVELOPMENT '' 621 Sheridan Street• Port Townsend •Washington 98368 �e'Ylgri 360/379-4450 • 360/379-4451 Fax www.co.jefferson.wa.us/commdevelopment N� MM Master Permit Application l;,�i 2 9 2G g MLA: cY i C ( I Project Description(indude separate sheets as necessary): / I. Tax Parcel Number: 9' oZ/ 0`1 y C7 •7 Property Size:/ S/y.z (acres/square feet) Site Address and/or Directions to Property: 300 L7, s,rc /ed, 4/0 fci crir1/ 4/ Property Owner(s)of Record: ,J, ri -1-- GeA7/1--- fro sr A,-,, , 4- Telephone: Fax: email: Mailing Address: Applicant/Agent(if different from owner): ,40 ,e,i /3. .z0 Telephone: 3r!6 -3O/ -/ "J 79 Fax: email: Mailing Address: 3 7/ /5/ -5-.4 //, /7 /(-- _ C%-,.., is /�/ 9 ;".z 7 What kind of Permit?(Check each box that applies 0 Lot or Road Segregation Building 0 Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) Single Family %Garage/Detached ❑Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home .0 Modular 0 Discretionary"D"or Unnamed Use Classification 0 Commercial* 0 Special Use(Essential Public Facilities)** O Change of Use 0 Boundary Line Adjustment ❑ Address 0 Road Approach 0 Short Plat** ❑ Home Business 0 Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑ Long Plat** 0 Sign - 0 Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis 0 Plat'Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium 0 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: 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 attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the applicatio at he or sh nts prior notice. Signature �.- f e w Date: The action or actions Applicant will undert e as a result of the issuance of this may negatively g ativel y 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 non-transferable responsibility foladherin to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature -=- �� Date: r.\Po.ernit d.nrr.\###FORMS###\IIRTI FORMS\C,ifrrnrfRn Pm', nch..Pa..,,:r A.,..1:r,t:,...c',o 1114.LY. • II 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 the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: a5L o 13i T/e%3` ( ' , ( ) ( ) MAILING AD RESS: 3// a, S`'/a) l'/(7/ , 2 rx,,,QCu, MAIL: CONTRACTOR'S LICENSE / WAINS NUMBER: 3SSi/o6 6-d 9 ,9 NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New )(Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank i i Community System ❑ Alteration/Remodel 0 Concrete Total: - _ Height: 9Individual System ❑ Repair ❑ Masonry zi b a "SEP Permit# O Demolition 0 Other: Bedrooms: Water Supply: Existing: O Setback: ❑ Private well ❑ Two Party Type of Heat:_ Proposed: I Public E IPC- Iz I< Total: I wi N me 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 j Current Proposed For Office Use Only Amount Revision Main Floor Heated EH BId App Review: 2nd Floor Heated �� Consistency Review: f 3— /DOg Other Heated Base fee: t 200_ _ _ Mezzanine AdditionalectiOA: /J�� '` x p — l Heated Basement IP an Check fee. Unheated Basement State Surcharge fee: Other Unheated' Pot Water Review fee: 100 • Garage/Carport SUBTOTAL L/$e "554°9° 2V509.01 , Decks �, r it 911/Rd Approach fee: _ �3l `1 EX t 3-17 KIG- Other TOTAL: $3 (1.C51 Receipt Number: 10b7U-1- Cash/Check Number: ESTIMATED COST(REQUIRED) Date: �, ,OQ •Fair market value of all labor and materials foundation to finish ` ` ? O 0Q• Initials: _- ---- G:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc • . , e, o JEFFERSON COUNTY — - ' = - a 1 DEPARTMENT OF COMMUNIT Y DEVELOPMENT—. EVELOPMENT J U N 2 9 2009 ... 4 621 Sheridan Street • Port Townsend •Washington 98368 i 360/379-4450 • 360/379-4451 Fax -- * ` ' c,,,,,,„ httpJ/www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# (A-0 I PROJECT/APPLICANT NAME: 2 0 rep? 8/.s/10 tV Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the 1 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. -7;4/5 / S G V l c Lt/ 6u/ ./ 1 h f ti ' f Existing Conditions Summary 2. 'Describe the existing topography. Indicate contours on the site map. / 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. -0r1e (—v<�9I-ee,1S IA,1 )14 lit/1r)e' S )'aR-,C 4. Describe the existing soils. Indicate soil type on the site map. Gooci drotriaiG . 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. i / A 0 LA..a f P<!f PA d7 C)/1 r v,f r `J€ rc, r' Y / ! 6 n l Ice"„ { 01 ,t A-e, APPROVED 6. Describe any excess levels of noise generated by the p opoled yse or activty: STORM WATER PLAN /1/i49 rI ti( an VI / AUG - 3 2009 Wate ' lb JEFFERSO r U TY StOrm , 1II 4 Air 4 DEPT. F CO 1 EVE P F.NT Requir' Li SIGNATU EI stormwater site plan template—rev.10/1/2003 5 j . • S 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. Sca71' 0/Opi /y to ne tS 10 , At $ A Oa4 ,_ � AO pc.4,9eJ 4.30:.end 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.). So a f-/, ,67d a k /flex,,--o x 4., -s 1/A d 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. I 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. S f 0/,'r 1 1.,/,`,II e 4 /L�., !e / —Eo/ d 0 W^ -/O to Gi 1-1 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 C normally for large"projects or projects that involve the potential for dispersion of contaminants.] 11. Describe the performance goals and standards applicable to the project. Despribetht ijv 6)b fr©"s`y em•i a o 1 i � , , { t i'f ,,• f S n'�S>R 1 a l ,.1 1 • 4 ,_.t :j �ltt ►l , Al ‘ .. .1._i � ' '...._.. 1. 1 ti I stop ter'sit'e'plant ae-rev'i33ii266 6 • • 13. Describe the water quality system. JUN 2 9 2009 14. Describe the conveyance system analysis and design. A/A 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. Ck /11,A9 (2S h ftole•o) 01-1,54-44e )1 OP) 17. Describe the proposed surfacing material. G .-lotve ari alp, ✓cwal, 18. Describe methods for restoration of the site. 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. "3" i I i 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 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. NA storrnwater site plan template—rev.10/1/2003 7 • I 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. e'Mark Clearing Limits. / f ; 3 c/eo . -co i' u to n pl J j 2. Establish Construction Access. 4/rraJ7 ,4as cave / dr . v< a./ 3. Control Flow Rates. /eo-ue ae_// v9e7L'a7L,o,1 n ✓41.1n d per-, s 7t`e. 4. Install Sediment Controls. /,r.� dOrr 6c/r✓e qn� "L�, ,,,,- L1 // J�e i1r°eded dve -�o /r'✓e /� (7 ., ut �S�iu w tj c.�1 S c O(w 13 t C. dA.5 e�[y " 4". Al e ( e 3a e" pp5. Stabilize Soils. ` L / •CJ u r • '� e ca v o,71, 0 r1 / .1 0 1) 6Q C l r°/,t r)(7 is 5 r '� re)a.) COvfd e dISe°d nn lr4a0 CeJ-r r- 1✓ 11/e- S d`) 6. Protect Slopes. We will bC -Fat' 4"/104A4A akva " ��Q�a� 5// C .Sr? C) ri\ 71"A• rt �C it_5_a r�l r r 7. Protect Drain Inlets. / r- no dr ' 1A," a /ocvr, Srde DC storrmvater site plan template-rev.10/1/2003 8 • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. �(R1q J / WY Y 2! i n .J r etr o� c r►t r e-/r •d•i,=�Y 10. Control De-Watering(the act of um in P p g groundwater or stormwater away from an active construction site). ce f1r; s 6 G tN •rE i '�`-�. '�" A r0 rp 11. Maintain Best Management Practices(BMPs). u rn n r r to w or.„ 12. Manage the Project. e , SAet 6u� ,i1 n . r J r wo ,F' 6 . ,►.r e o "7 , 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). / b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. OU h nr"�d/f / h f�a„ k ° a- ,So4, stormwater site plan template-rev.1 OW12003 9 b. Description of special requirements for working in or near environmentally sensitive areas. 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). ND 5. Construction Phasing. a. Construction sequence T [5r _.1 c✓O J • et /7etgr� S b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. 474 II. Wet Season Construction Activities. a. Proposed wet season construction activities. /1/4 b. Proposed wet season construction activities for environmentally sensitive areas. N4 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. 474 b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. /V 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. /1/4 c. Waterways. d. Runoff/Stormwater Detention Calculations 1 stormwater site plan template—rev.10/1/2003 10 • • 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. Z -09 (LANDOWNER OR AUTHORIZED REP SENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: • stormwater site plan template—rev.10/1/2003 12 • • • 28.-0" 3'-0" _ 5'-0" 3'-0" 6'-0" 3'-0" 5'-0" 3'-0" -V ♦ V G —4_______A) d .�if x 5'=Cr 6'-Q _5:_of,5'c0" PICTURE PICTURE b zl1 w o io o co,x 1 9'-0" WALL HIEGHT coif M a r a i FAMILY RCOM r \/ I N Nl I I. I I 2'-6" I 1 7'-6,/2" b '� BATH w - in FAN0 Nix II o V 4" CONC. SLAB O U P N :___/ 0 /I STORAGE n M N I ._ 1O U M m W J .p aI w o �a 3,-9. �! - 3,-6 a A 'IL,' A oI MEC H. m® GARAGE 0 , , - I 1. o 40 CLOSET J. N N 7,-61/2" P ' In 1 ENTRY cry.' :If in x „w `co 2'b in 0 I a.9 3 0 r 0 of COVERED PORCH co o 1 a 6x12 HDR. o a -14-0w 1 6x10 BEAM ABOVE `a �; u I, I— -A A A A 3'-0" _ 14.-0" _ 3'-0" 2'-6" 3'-0" 2'-6" 20'-0" 8'-0" FOUNDATION/FIRST FLOOR PLAN 546 s.f. main living 1008 s.f. second floor 1554 s.f. total living 430 s.f. garage JUN 2 9 2009 • • 28.-0" . 5-0" _ 1 { TRIO. 4x10 BELOW—-` - —_ -_ —"—-__ -_- ,J — FRAME DECK W/ TRTD. 2x8 0 16"oc, TRTD. BEAMS & TRTD. POSTS RAILING PER CODE/MFG. SPECS DECK o N { 1 9 .I I >f „„ 1 { 'I 5-0" x 5-0" 1 5-0" 5-0" x 5-0" { PIC TORE PICTURE N N O I I ° x c DINING '° .K = oN o ID LIVING ROOM '° __ _ , 7" t cn . I . �O HALF WALL I { Qo 6 3 Z SINK DW S i Y' , 0 0 I -o, o •i8 KITCHEN a, w�� 0 , I O �N x M UXO N n REF ._ I r ' O \ O V O n N 0 PAN "' M_____ I El o WASHER & DRYER CLOSET I - 5•-°" 5'-0" N UTILITY N \/ - N W.H. FAN n 14'-1+" 3'-1" 5'-6" • rN T 2'-4" �i O __ \/ .-C co 01 CLOSET i{} / A10 O BEDROOM C? / °2,-'1"-I 5-91 " I 3'-6" • BATH ' V O FAN of o I - -0 I . 15-21h" ^ 2,-0" 3' " 3 I 5-0"JJ = o SLIDER r SLIDER 5-0" x (-0" r , I �'-0" x V-6" II U II —II II fi---- I / A 11'-0" 4'-0" _2'-0". 28.-0" JUN292009 SECOND FLOOR PLAN - <-- DiJeff v f R O. -- 0, k I 3.21 i I • , . .. /\— , 1 11 1 1 ! f I , II 1 I I I ' .. I I Pt t I ! , --r--!----,' 0 Cs ' 1?...01,it). I , - `,_.___. i • . , --1--- , ,_ 1 --i- I---- ( r . -4----1- 1-_-_1_ ___•,. 1 I 1._ ! , . , I ' CZ.'1, , 1 • .3(trir • : 3 1 • fHiH . 1 • i I I , . ; I , 1 : t .' r 1 1 I 1 I ! I ! 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