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HomeMy WebLinkAboutBLD2008-00102 08 BUILDING PERMIT APPLICtI"ION MRL Review Ty 126 ype Jefferson County Department of Community Development 621 Sheridan Street Pori: Townsend, WA 98368 PERMIT #: BLD08-00102 Received Date: 3/13/2008 SITE ADDRESS: 76 BURNS RD OWNER: CHRISTOPHE D HEID PHONE: 360-437-0429 76 BURNS RD PORT LUDLOW WA 983659425 SUBDIVISION: Block: Lot: PARCEL NUMBER: 921194012 Section: 19 Township: 29 N Range: 01 E CONTRACTOR: HILINE HOMES PHONE: (360) 379-8600 94 KALA SQUARE PLACE PORT TOWNSEND WA 98368 Contractor's License HILINH*981BT Expires 2/10/2010 REPRESENTATIVE: DAVID HEID PHONE: 360-437-0429 76 BURNS RD PORT LUDLOW WA 98365 PROJECT DESCRIPTION NEW SFR & ATTACHED GAR W/ 2 FLOOR DECK TYPE OF WORK RES SQUARE FOOTAGE TYPE OF IMP NEW MAIN: 2,112 VALUATION 229,809.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: 150 SHORELINE: CONST TYPE: GARAGE: 528 SETBACK: DECK: 480 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 2WELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: 3 Prop: 2 Total: 3 Total: 2 Routing Date:3 J I 3 J Os Type Amount Paid By: Date: (Receipt: Approved/Date Permit $1,721.75 CJZ 03/13/08 96985 APPROJED Plan Check $1,119.14 CJZ 03/13/08 96985 State Building Code $4.50 CJZ 03/13/08 96985 '7 Potable Water Application $59.00 CJZ 03/13/08 96985 Jefferson Gouriiy o-o�,�i01np Total: $2,904.39 &Building Departnn -74 Jet erson County Building Di" ion Permit Num1P BLD08-00102 Applicant: HEIR BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks if building is located less than 250'from bluff additional engineering is n ' required for foundation per geotech report 245`,� �t N�r/r 10,7 , Erosion Control 0//4/0 f/fJ,►�/ SEE CONDITION 2 FOR SILT FENCE SPECS.As slAte.E0 Flr' Foundation Footing C".��t&elezifrte g////�,g 250'from bluff or additional engineangg is reqquire er eotg h Footing Drains jo/�//bs rI Foundation Stem Wall opflpt it raz_ /›te !Aye, Underground Plumbing 1,-SA Under Floor Framing Straps(hold downs) j' i31cl Ex-re-k,o: sT EAPS Du tt/ti/e Ext. Shear Wall Nailing ///t/G� sv Rough-in Plumbing i -31-L;' 9- Framing Blocking I/13/o'7 Airseal Insulation:Walls i f i3/b Insulation: Floors )4- Insulation: Ceiling Int. Shear Wall Nailing 0.2/o' Wallboard Nailing t/12/bf Gas Line: Interior • Gas Line: Exterior Propane Tank Heat/Chimney Clearance Drywell/Alt Drainage SEE SEUONBIAITION01/10Vilaiir SPECS. Address Posted r_I O' ✓ " t y/4111 - i1 FINAL INSPECTION L FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR CONDITIONS for Building Permit# :BLD08-00102 1.) 2005 DOE STORMWATER MANUAL DRYWELL DESIGN CRITERIA ALL INFILTRATION SYSTEMS SHOULD BEAT 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. 2.) A SILT FENCE SHOULD BE INSTALLED TO THE SOUTH OF THE PROPOSED HOME TO PROTECT THE ADJACENT STREAM FROM POTENTIAL SEDIMENT. A SILT FENCE SHOULD ALSO BE PLACED TO THE EAST OF THE PROPOSED HOME TO PROTECT THE GEOLOGICAL HAZARD AREA. THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE. FENCE AND SCOURING CAN NOT OCCUR. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. 3.) THE SEPTIC TANK, PUMP CHAMBER, AND TRANSPORT LINE, PERMITTED UNDER SEP08-00060, MUST BE INSTALLED PRIOR TO EXCAVATION FOR BUILDING FOUNDATION. REQUIRED TO CONTACT SEPTIC DESIGNER AND JEFFERSON COUNTY PUBLIC HEALTH BEFORE INSTALLATION OF SEPTIC COMPONENTS. 4.) PRIOR TO OCCUPANCY& BUILDING FINAL - FINAL APPROVAL OF SEPTIC SEP08-00060 IS REQUIRED. MUST MEET ALL CONDITIONS OF SEPTIC PERMIT. 5.) A MINIMUM OF 88' MUST BE MAINTAINED BETWEEN BUILDING FOUNDATION AND SOUTH WESTERLY PROPERTY LINE. 6.) ALL COMPONENTS OF THE SEOC SYSTEM ARE TO BE COMPLETELY • PROTECTED FROM VEHICULAR TRAFFIC OR MECHANICAL DISTURBANCE. PROTECTIVE BARRIERS ARE REQUIRED AROUND/ALONG 30'AREA DOWNSLOPE OF THE MOUND-MUST BE INSPECTED BY HEALTH DEPARTMENT. 7.) A 30' SETBACK SHALL BE MAINTAINED FROM THE DISPOSAL COMPONENT AND RESERVE AREA TO ANY DOWNSLOPE FOOTING, CURTAIN OR INTERCEPTOR DRAIN OR DRAINAGE DITCH. 8.) MUST COLLECT AND DIVERT ALL SOURCES OF DRAINAGE AWAY FROM SEPTIC TANK, RESERVE & DRAINFIELD. MUST COMPLY WITH ALL PERMIT CONDITIONS, STATE AND LOCAL CODE. 9.) 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. 10.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 11.) A Geotechnical Report dated October 3, 2005 prepared by Stratum Group was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A minimum setback of 75-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family residence and/or any other structures. 12.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 13.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 14.) All construction activities shall not encroach upon the landslide hazard area 30-foot buffer. This includes the storage or preparation of materials. 15.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 16.) The identified Fish and Wildlife Habitat Area (Type 4 Stream), shall maintain a vegetative buffer setback of 100 feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM) to the proposed single family residence with attached garage. 17.) An additional setback of five (5) feet is required from the edge of the stream buffer area to the proposed single family residence with attached garage. 18.) A permanent physical separation along the boundary of the stream buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 19.) Stream buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer - Do Not Remove or Alter Existing Vegetation." 20.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan signed by WDFW on April 25, 2008 and applicant on April 30, 2008. • I 21.) A Storwmater 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. 22.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 23.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an autormobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requriements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 24.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 25.) 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. 26.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 27.) Mininum setback from Burns Road right-of-way shall be 20 feet. Minimum north and south setbacks shall be 5 feet. Minimum setback from the shoreline top of bank shall be 50 feet per the submitted geotechnical report. If an ESA is present, then the more stricter setback(s) shall apply. 28.) 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. 29.) 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. 30.) The building height is not to exceed 35 feet. 31.) No building should take place within 75 feet from the top edge of the steep shoreline slope. For purposes of this report the top edge of the steep slope is the location where the slope angle begins to exceed 20 degrees. 32.) If the home is built between 75 feet and 250 feet of the top edge of the steep slope, periodic minor ground movement and ground settlement from periodic translational sliding should be anticipated. If the home is constructed within this area, construction should be such that minor ground movement or differential settlement of the ground surface will not harm the structural integrity of the home. The foundation supporting the home should allow for correcting any differential settlement of the ground surface. The design should be done in consultation with a structural engineer. 33.) Minor ground movement and ground settlement from periodic settlement can be avoided by siting the home at least 250 feet back from the top of the steep slope. ! 34.) Native vegetation and trees should be disturbed as little as possible on the steep slope above the shoreline bluff, on the bluff itself, or on the steep slope on the ravine on the south side of the property. Limbing and topping of trees for view purposes is acceptable. Maintaining as much of the upland area within native evergreen tree species will greatly reduce the volume of water impacting the site from rainfall. At least 65% of the upland area should be left in native evergreen forest cover. 35.) No debris or yard waste should be placed on the steep slope. ii." gort CO6, JEFFERRN COUNTY 0 V DEPARTMENT OF COMMUNITY DEVELOPMENT 1-3 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450• 360/379-4451 Fax ,zr Na,Sp� www.co.jefferson.wa.us/commdevelopment 4fihi-1 1 3 2008 Master Permit Application MLA: v Project Description(include separate sheets as necessary): SP.R _ Tax Parcel �� C Property Number: T� (i-z1G\ D- 200X400 Size: Feet(80,000SF) (acres/square feet) Site Address and/or Directions to Property: 76 Burns Road Port Ludlow,WA 98365 Property Owner(s)of Record: Chistopher D. Heid Telephone: ?r l7 f% Fax: email: Mailing Address: 7 j. N;q j / A-,4— L I cw ivM_ (1 {3,6 Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies Building 0 Variance(Minor,Major or Reasonable Economic Use) Demolition Permit ❑Conditional Use[C(a),C(d),or CI** Single Family ¢(Garage Rachel /Detached 0 Discretionary"D*or Unnamed Use Classification ❑ Manufactured Home 0 Modular 0 Special Use(Essential Public Facilities)** ❑ Commercial* ❑Boundary Line Adjustment ❑ Change of Use ❑Short Plat" ❑ Address 0 Road Approach 0 Binding Site Plan** ❑Home Business 0 Cottagelndustry 0 Long Plat" ❑Propane 0 Planned Rural Residential Development(PRRD)/Amendments" ❑Sign ❑Plat Vacation/Alteration" 0 Allowed"Yes"Use Consistency Analysis 0 Shoreline Master Program Exemption/Permit Revisions** ❑Stormwater Management ❑Shoreline Management Substantial Development** ❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Variance ❑Temporary Use 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* 0 Jefferson County Shoreline Master Program Amendment ❑Forest Practices Act/Release of Six-Year Moratorium 0 Tree Vegetaion Request *May require a Pre-Application Conference "Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate David W. Heid to act as my agent in matters relatingto this application for permit(s). OWNER SIGNATURE 7 f /` 5 Date: ,kiJc1`,2 CIS' By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against at liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application t e r she ant prior n Signature: /f�rL� Date: ) NO 08- 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 non-transferab respons city fo adhering to a complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: -`' �... y -,f "l Date: 41 ( (i' G:\PermitCentef\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc • 0 4 BUILDER STA7 EMENT The signer of this statement does hereby certifythat they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be ass Ing the re,6ponsibility of VIe eneral Contractor for the proposed project. Signature: / f,-/1L ,. l Date: _ >4,/fr,"ay GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: J Fax: H, L11 `[eMES _ (3 6 ) 3 7 C1/ 79 ( ) MAILING ADDRESS: //3 U C C Z,v J / U - EMAIL: CONTRACTOR'S LICENSE � WAINS NUMBER: /iw/N ,Fb-fei NUMBER ARCHITECT/ENGINEER: PHONE (37ry 7 MAILING ADDRESS: 60)3// //y� F ( ) EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New ' Wood Existing: Addition 0 Steel Proposed: a Bank ❑ Sewer ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: Individual Syst m ❑ Repair ❑ Masonry ❑ Demolition ❑ Other: Bedrooms: SEP Permit# /-5 y5- Existin Water Supply: 9 Setback; Type of Heat: Proposed: Private well Two Party it ec•-O-c Total: • 3 ❑ Public Name of System: If this is a Commercial Protect 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 IBC Occupancy: Proposed P Y 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: 1 Heat Stove I Cook Stove 1 Woodstove I Fireplace Insert 1 Hot Water Tank I Pellet Stove Is this appliance being installed in a Manufactured/Mobile Home? Yes /(f o y Other When applying for a permit to install a propane tank you must also submit``a site plan showing all of the buildings,all property fines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. 44, ,: ?— yr'! Tar I'� a 2 r. Square Footage Current Proposed r)1 ,' nI Main Floor Heated �� � :-:4144 P• r ill `` � EH Bid App Review: 2"4 Floor Heated oZ A" a s Consistency Review r Other Heated Base fet J Mezzanine ,, Additional Section: Heated Basement I '+;` Plan Check fee: ( i► Unheated Basement I 1 1 1 1• (`V State Surcharge fee: a) Other Unheated Pot Water Review fee: Garage/Carport _ - Decks c� ' tv 1 ,.4 SUBTOTAL -7� 1r g } f io 4. 911/Rd Approach fee: I� I� Other `Cel�� 5'p(`� i :)C) I° TOTAL: S _ 3 — tc�� _ # Re•=Ipt Number. Cas /Check Number: ESTIMATED COST(REQUIRED) it pl- r ,ate: L20 Vk Fair market value of all labor and materials foundation to finish 3' (3'0S) `, y 3.S Initials: - G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit AppGq?p2-11)_2306. gi 1 II( , . ...V tviiiade 6,0 4 aidc/v 7: --• - -- ....., ........... ) 0 „I-QM.° rvki d do A '... 2 Ay 0 4P/4 vr41/4 . , v -1 II sspon I ,1,___. Q -‹ , M kr, 4.n , II) ,'1 ';' -• c N 2. 0 o j... ( < S'I :A- .2. 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Z it IN e, i :i -is I 1,- (-- L ce ‘••• tz tz, 0 ,a- .4\-\.1 2 .tc ta 2 'r: iLe r --- --— 4,00 t r-, r . reirlig%, I,r-) .., \, JEFFERSON COUNTY • • i1,. DEPARTMENT OF COMMUNITY DEVELOPMENT � MAR 1 3 2008 1• 621 Sheridan Street • Port Townsend •Washington 98368 ' < .�g�t,,� C>p 360/379-4450 • 360/379-4451 Fax u L i17_j "•�IIN http://www.co.jefferson.wa.us/comrndevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# Og - \ac, PROJECT/APPLICANT NAME: CJai f s H E/lA — ,b 802 NS k A 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 Cofu5T-2vLT A '21I2 Sq ff SFR Q/J ARc. EL C 7-119yo) z. . AppRox 2 AGR i_ c J rE Q R ► vE 1,vJ4y 7-o 6E J5p) 4 r J4PJ2vX / Og'X 22' _ Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. VARt£p ToPoc,RAp1-9/, STEEP CANyokJ 41V S Our-}/ S /6 .E Low To /1IIq RANI(' oN EAST SJ4E, 1lo.nESJ7 E IS LEVEL W I7-H IN / 0 ', PP0PLimit7'y is PAS'TLY Cavt EQ t v 1 rH 7-4 firs' . 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. 5'0ME Al- 6.ER 4NQ H.Emt•aek wgLi- MiyEry /,�E �'E.f-►©v.0Q, CEAfFl26/ eLAc- c!8ERRySJ /E12NS 5-4L molt) 8FR( ys jvJi_ 1. Re-oiriJio To 7-WE /'n 14 x J srn) mu fri y 7 47- PosS/8 LE- . 4. Describe the existing soils. Indicate soil type on the site map. PIOSTL�Y C;LAG,AL Tn..!. WITH 5-! t..7- 6 -A�y 4w 1 Q 4.oel-i OvE.eL ylnJb . l-)oM EIEs /rE ►s A up,ema A-� REt,J vEn To i4E STAB .E ,1N6 j'aI`y. 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. /4OMESJTE )s PART-1,y kvooh FQ ANb GTy. A 5'E'N.5o,vA . ('REEK 8oRtrk. THE JagOeERry CAN THE Cov7-H Star SET BA Clc•s Sr ,A'Ra.rt REn1_ A N p ,STEEP AA,A" 1-/A ..,� Brow CoriPuEQ 1�vJn) •6. Describe any excess levels of noise generated by the proposed use or activity: APPROVED ONLy NoRmAt- Co,Sr,2U el-1©N No.'r - , STORMWATER PLAN JUL - 3 2008 Stormwater B is Required IL�.4,L. JEFF R • a OUVstonnwater site plan template—rev.10J1/2(x)3III DEPT.OF C r�,,,,11_ bi . ., IS SIGNATURE: _ • • 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. 1"l1E PRoPERry St.ofEs FROM WEST Tv f/iST- ANl) IS 13oRt&RE6 8 y A RA-v/,v€ div THE So am) sfflE Wirt/ A Sc c,NA z- STRE'A/s1 . THE E, S7" S/QE IS igok.6ERE() STEEP SHRLIt/c £LurF"• 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.). ALL ADhe 'N-r PRoRERri : ARe SPA, /s 2v► -r aA.) AT I— si- / AcQie , /3 )RNS ROAD IS A- SHAa. gO Prat // TC Ro4A wa7- EX ► 5 rim G AiR1NrENE"NAF A6?rt-",-7— wO-GG. /5 St:'i4Rre PCrvER /S VNDrR € P e//u4 OAI S/rE 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. ALL STO wArrr . )A H..L- /3F rvL-L y ►sPtieSro . TNT PROFD SE,0 //J'tPftl r` / S LFsS Ti/AN 2 .4%n /°1}RC EL 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.] A ROLk- 13rn STDRT W147`r/e MANAG/itWt` ARE� W ITN 3 t f y )n/EG/S wl 6 E coNSr4v�rE4 $ O VTtj DF" THE l-lO/vtE S rTE 9 g" x le deep 11. Describe the performance goals and standards applicable to the project. An V/r'AG.. /!►'►iOlic- T / 5 / FSrR ,EQ . /JRo76e-7 IS rz ICE bvELL iW'TH/ N S /PFQV�,Pc/h�NiS E�9 vtN6 /ti► v 5Y 4G" THE /Of]iQtEL U tJ l57-1)R8E4 Describe the flow control system. • S/ T� , S Alaky /INQ rioc7-Ly l- E " i _ , FLdw aR r5/IDuLo ©Nly d c rn„vv il-)11 / y 1 K it) 11 L11 ! A-14 3 DKy WELL5 A5 STo/2n-7 vV/`tre,2 4.14)"/�GLC- r r ErvT' f} R k + (U/P / NCa cc) Al S 7 PfJG.T/CI/t) c. I f stomvakr�ite plan template taut 14'1200 ,, 6 • • 13. Describe the water quality system. — - ----- A-it /v1M�4L /r'1P,GT av'V S7R RM1NAP"EI • [A AP, 1 3 2008 14. Describe the conveyance system analysis and design. QRy. wou, WA7E 14NAGEm AREA- 3 ii,y 1t)Ec Ls PR DnF_ s7M y1r1 w4-7g/ lot►AN reR & W 'SPOUTS . )0A-1 v/ A (-- V F 4. I rf+T10/tr T 7 o E- /1 I S 7 2 Q EQ S X'fro()Aso A,t/ ►.✓ATE2 /41 A-NAGEM it/T AREA 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. No F/ L L NErQ„Ed , 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. IST/N6 R Ay /5 G /2AVEL ?4i/, S 7-2'A) leoLLE� Td Ca fkiPA c 7- Fe Lv w E-. ,t+4y 1 " ASPf/A L.7-, FD vNQ/g 7-/0Ael To h E 0, 10 TE4 'LvITN SL-C6 c^np-1P/9-eTo2 , 17. Describe the proposed surfacing material. A�S�NALT /D RI vrwAy A NQ cot BETE 6A4AGE , - PoA 4)4, Exi c ri Ai G AP o A4 4 re 7-1 Pf;l,Pc F L _ 18. Describe methods for restoration of the site. A-REAs Try /3E ter IOLf4:1.1 d W/rN , ' -> v i E6I r 7-,, J ► 4 PPRo y `hoc) SQ FT-- O F LA4-AvQ s cilia/A/G AT F ,V7" c?P-' sen/h S/7-E. 19. An Operation and Maintenance Manual is required for each f�o.v 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. /U/Pr 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. IVv kt-PeR1"" AA VISE4 ©All S /2C 1)1(14 L.oGfrTAoN D G S r'o A2 nit kv,4 rE 2 /7 N A c.,_t-A>1 ov r A p E A, fv 1iv ,m 1. /MPAcr , s 1)E'5,REI3 _ 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. rXISr/M, SEPTAc sys re,n _ PER 1-r- q )-Z53 stormwater site plan template—rev.10/1/2003 7 • 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. /� ,Y )OMESI7 /5 /�i1lQYI / GLEArzEQ• 'ocv E f7LQ E/2 /,NQ /k, siio!/c WILL I-/A VC_ To 8'E REnivv. 6 , EX isTr u. CLEAP irt) NEAT UN S ySTEm w ►Li_ /3 E 7-HE CL- iN6. Z-/PAT- SovT)) EXISTING, Ro ,' I w , LL RE THE" e-6EAkt//u� _ii-i/T E145T- 2. Establish Construction Access. i4SPHF i-7 R0/I To PAPc. t- EX /s-2S , GRAYED._ c Al l') RivFw,4y MA- y /3E Svpp4-I /plcMGQ i2y /y ' Ncrr ei-s t-T 6RAYEL 3. Control Flow Rates. ORA ►/u 466 / S To THE So Urti AN.Q ,Ei45T- &SPAvEi go le) To )ye v` / SGd ' A N X 1 vNoPF I AI / 'O D l T167A) g A/F ic' C f//P. (,/1/ 7"W Sa o7I-J /uA '/S- hiiLl_. PRoTE4.7" ERRS o 4. Install Sediment Controls. +� A- AA)/v/ GX / S7i/1i C�1214 ✓FL /` O/ ) Le, WNSLQ/ g FRaM No.m,E c,y- AN 4 /I h tc C N/AS 4N CGE4QE/ 1/0n'►ES,7- . w/i-U Ca J-r eI__ SE'Qrmer 5. Stabilize Soils. P los ro TNT' S iv6 (AST Cc" No/Y►b-sTr- l\LONG w/ ,-H EP1.607.-/N6 OF ,v T/i•E VE6/77 7/ ,1t) I 6. Protect Slopes. SG OI4ES L+/ l L t O is r QSr 4 14-LO.V.(-; E Si 'V l T7-/ LEA V i NG Al / T I ✓G' kae. /7-A--1/)1- PVFFER5 A SET 8,9e/r-S i i'-c.. A►LL ,84' Ce2er W/77// , 7. Protect Drain Inlets. Nil stormwater site plan template—rev.10/1/2003 8 0 12 Required Elements-Construction SWPPP(continued) 4 P��:fA;R 1 3 2008 _ .i '.. mmin......m....mmilimimminiumminommimmilm....• ' • 111-_--7---- -,-,-", 8. Stabilize Channels and Outlets. L/AJE PRoPoSED Cii,T,41,v 6P/41N W ITN 'XI riv ' I /iS/4LT /PO (;>S _Lu,',.._ ,r 9. Control Pollutants. SPILL k' lr 14vl4- 4- /� E DN S /TE, w1)-N y i3 E /Q rooLA&Ell I F' A/E'c AK'E'S5 , - CH/6- -Fr- 2 WILL .1?C 13 ✓f) l L I Q L E. FT,e Lo Tti Air/N/4 TE/� 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). AS L p E•5 fA w/ f)y Fieo/ri n i--ior r Si TE /I R/I FOdyN,ESTEQ C H A Ju ni E L E/ 1 /v T4, /2 A V E L_ S TO Qifrt kvA jE-fe. Ai 4- N4 G A?E/VT' Pr REp- 11. Maintain Best Management Practices (BMPs). S'VR CoA/7- Al-7OR5 _kvl LL_ /QE.G_E/vim ON S /7-E Ai4/V,16Fivr iA/57W ye 77cNS _yvHE-yv I; /L' AJ 11Ilq CGT/DNS r rile. HamE5/7-E, /N ,✓ 5-- i_F o /� L/ 1,l/v G � /1'►f/ FA THC 2 Iv IJco2) kJLL- /3E /°/PEse'NT. 12. Manage the Project. Z= a n /VI y PA rr/5.R _ sr/,9 L_L 8E Pie E ,t 7 7"'D '''NStheE 7-11/S //L/,A Ad' / 5 FAIfORl.0.,4 . , r 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). 6 V12 u5 Aoc t s c. . Or,'rAyr I00A4 tivi -r-H # - S'HARe lo AA-)Ai-rraliE cE, 4 L L S 0-7-.�/4b=rt'5 4 NQ f/FFF E'S SXi42 Q E /niP L y c o/J-t,04/4-A w/7-/ AS r-o Al/n. /A1/ ,a Ny b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). II ADD acds ,cA5T • I //1r'0 u6,CT 5'0/J/1-)p, �HEae r 1/ S A- SE4tSoNA c- 57--i2EAAA .4PARoy 1 Z S' So uTN of Tr/,E A/oA-t ES/ r7r r 7 E S?Er/ QLvPic. I S a 6 D ° F'R o/-1 y."NG 1/a /T ,___ //cr2LoAE. 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. 5E,9SoAvv4I.. S7-R ,�"A /►'1 APPRO)' /2S/ FrvM P/OML=5 /TE S j"EEp AL LJpF APPRox 2 6 7' F"AOrt Ion-1 E /7-E , stormwater site plan template—rev.19'1/2003 9 I b. Description of special requirements for working in or near environmentally sensitive areas. Al/Pr 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). STrpPE6 c ov6/i- ION 4_2 ` 9' } Si-► ,u/-a /'I1INi11/11ZE /MPhC-7 ANt7 r:goctoAl Lvoo4E!} AREAS ARiu/vI F/Qi►1ES1TE Tp E/>'! 1AN /N7f CT * STA-/3LF POrAnilAgt.E Soi pRFSENT h4 NOT 1NQ /LATE N y 5 /o,.1 /0/ e8C pri5 5. Construction Phasing. a. Construction sequence ✓1 S /TE PREP . frr vit, 4T/O Al F-RI 1 /N IG Koorliv& PLU 1pht26 El-ami y/I/7— glc) Fi/V i c /',1 GIiNA S �� ,/N6 J J tf. 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. frm y O S r9°R E F I Fa vNT/4 I QAJ 211 Aye) ? FA/4 Al/Ng, t}-/oo PING Tviv5 o g / 2 wok rc �'vt;y v Er 4/vSGAPFT II. Wet Season Construction Activities. /}Al 401P tILEw4y A vG 0, a. Proposed wet season construction activities. 1Uo PC- b. Proposed wet season construction activities for environmentally sensitive areas. /Ua A) 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. CHR 1S7nPf/ER NE/Q b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. f !? Pre SO/V A �•- 'sroo/us/4 B7L Ty 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations 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. 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