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HomeMy WebLinkAboutWPO201900014 VSMP - SWPPP WPO VSMP 2019-06-07 • ALA COUNTY OF ALBEMARLE ,ofel 1111 :rg Department of Community Development 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 Tel.(434)296-5832• Fax(434)972-4126 Stormwater Pollution Prevention Plan (SWPPP) For Single Family Residential Construction within a larger plan of development For Construction Activities At: Project Name: Foothill Farm Address: 753 Rocky Hollow Rd. Charlottesville, VA 22911 Prepared by: Name: B. Clark Gathright, P.E. SWPPP Preparation Date: May 31, 2019 (This document is to be made publicly available according to 9VAC25-880-70,Part II,section D. With the building permit,it is to be posted in a prominent place at the jobsite entrance and available to the public and the county inspector.) APPROVED by the Albemarle County Community Deve pment Department Date C¢ --1 (o �-- File Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Single Family Residential Albemarle County Erosion and Sediment Control Plan. An erosion and sediment control plan is in place for the overall development,under the operation of the developer. An erosion and sediment control agreement is in place for this lot,and is attached. (Provide a signed copy of the agreement here.) . Stormwater Management Plan A stormwater management plan is in place for the overall development,under the operation of the developer. • Details and plans for required stormwater management measures on this lot are attached. O There are no required stormwater management measures on this lot. A stormwater management agreement is in place for this lot. (Provide plans and details for any stormwater management facilities or best management practices to be used on this lot,or provide a signed copy of the agreement here.) Pollution Prevention Plan. (reference County Code 17-404 and State Regulation 9VAC25-880-70 part II section A.4) A. Sources of Pollutants. Common activities and minimum control and prevention practices Pollutant, or Pollutant Prevention Practices, Location on site Generating Activity Control Measures Follow Erosion and Sediment Control Clearing,grading,excavating,and un- Land disturbance area Plan. Dispose of clearing debris at stabilized areas acceptable disposal sites.Seed andmtulch, or sod within 7 days of land clearing Cover storm drain inlets and use drip pans Paving operations Roads and driveways and absorbent/oil dry for all paving machines to limit leaks and spills Direct concrete wash water into a leak- Concrete washout and Current location and detail shown on proof container or leak-proof settling basin cement waste plan that is designed so that no overflows can occur Enclose or cover material storage areas. Mix paint indoors in a containment area or Structure construction,stucco, in a flat unpaved area.Prevent the painting, and cleaning Structures discharge of soaps,solvents,detergents and wash water,paint,form release oils and curing compounds. Water shall be filtered,settled or similarly Dewatering operations Dewatering sites shown on plan treated prior to discharge as shown on plan. Designated areas for material delivery and Material delivery and storage Designated area shown on plan storage. Placed near construction entrances,away from waterways and drainage paths Follow manufacturer's instructions. Material use during building process Building areas MSDS's attached. ' Waste collection area will not receive a substantial amount of runoff from upland areas and does not drain directly to,a Current designated container areas on waterway. Containers have lids covered Solid waste disposal plan before periods of rain,or are in a covered. area. Scheduled collection to prevent overfilling.MATERIALS NOT TO BE BURIED ON-SITE Convenient and well-maintained portable Sanitary waste Current locations shown on plan sanitary facilities will be provided,and located away from waterways or inlets. Such facilities shall be regularly Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Single Family Residential Albemarle County • Pollutant, or Pollutant Prevention Practices, Generating Activity Location on site Control Measures maintained. Apply fertilizers in accordance with Landscaping operations Landscape areas shown on plan manufacturer's recommendations and not during rainfall events To be treated in a sediment basin or better Wash Waters Wash areas shown on plan control as specified on plan.Minimize the discharge of pollutants from equipment and vehicle washing Vehicle and equipment washing Designated areas and details shown on Provide containment and filtering for all plan wash waters per the plan Provide double walled tanks,a lined Fueling Fueling station containment area,drip pans,and spill prevention and cleanup materials. (Provide any site specific activities here.) Minimization of exposure to precipitation and stormwater.Minimize the exposure of building materials,building products, construction wastes,trash,landscape materials,fertilizers,pesticides,herbicides,detergents,sanitary waste,and other materials present on the site to precipitation and to stormwater. (Identify all non-stormwater discharges to occur on your site. Keep this plan up-to-date with ongoing site changes and.inspections. See CGP,9VAC25-880-70 section E for examples of non-stormwater discharges.) B. Non-stormwater discharges Discharge ! Pollutants or Pollutant Location on Site Constituents C. Persons responsible for pollution prevention practices (Provide the names and contact information for all persons responsible for prevention practices as listed above.) Clark Gathright, P.E. 434-971-8848 cgathright@dgarchs.com Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Single Family Residential Albemarle County D. Response and reporting practices Minimize discharges from spills and leaks.Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures as follows. Most spills can be cleaned up following manufacturer specifications.Absorbent/oil dry,sealable containers,plastic bags,and shovels/brooms are suggested minimum spill response items that should be available at this location. 15'Priority: Protect all people 2nd Priority: Protect equipment and property 3rd Priority: Protect the environment 1. Check for hazards(flammable material,noxious fumes,cause of spill)—if flammable liquid,turn off engines and nearby electrical equipment. If serious hazards are present leave the area and call 911.LARGE SPILLS ARE LIKELY TO PRESENT A HAZARD. 2. Make.Sure the spill area is safe to enter and that it does not pose an immediate threat to health or safety of any person. 3. Stop the spill source. 4. Call co-workers and supervisor for assistance and to make them aware of the spill and potential dangers. 5. If possible,stop spill from entering drains(use absorbent or other material as necessary). 6. Stop spill from spreading(use absorbent or other material) 7. If spilled material has entered a storm sewer;contact locality's storm water department. 8. Clean up spilled material according to manufacturer specifications,for liquid spills use absorbent materials and do not flush area with water. 9. Properly dispose of cleaning materials and used absorbent material according to manufacturer specifications. Emergency Contacts: Normal Working Hours DEQ Valley Regional Office 540-574-7800 Nights,Holidays&Weekends VA Dept.of Emergency Management 804-674-2400 Pollution Prevention Awareness All site personnel and workers will be made aware of the prevention practices and measures contained in this document. Qualified personnel The following personnel are responsible for inspections; (Provide the name, telephone number,and qualifications of the qualified personnel conducting inspections.) Clark Gathright, P.E. 434-971-8848 General permit copy A copy of the construction general permit,9VAC25-880,will be attached to this document on the construction site. The general permit can be found at http://www.deq.virginia.gov/Programs/Water/StormwaterManacement/V SMPPermits/ConstructionGeneralPermit.aspx • Inspection logs Inspections will be conducted on-site,and recorded here,as required by the 9VAC25-880-70,Part II, section B and F of the Construction General Permit. Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Single Family Residential Albemarle County Signed Certification (Provide certification according to 9VAC25-870-370. For purposes of plan review and approvals,this certification should be the owner of the property,the same signature as appears on the bonds and applications.) CERTIFICATION "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Owner/Operator Name: 1 OIVoiS (fin Company: Title: Signature: A Date: l7 S 3 t/ J q Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Single Family Residential Albemarle County • r I I I &cs ee me Seamen Control Mwmr a Fon 7TOO 62 PARCEL 71 53ROOSMONRP Foothill Farm - • SIBEMSRLF CA1xTY,vA '��Deer `� CIWC:R Rnm-Meadow Cron 020502040401 • �I�FeOS Project Dearnmbm The proposed wad Sack's Os coat«lion m a new V S M P/W P 0 2 019-00014 ��Otreliltosilalikb...w st 24'eta op►�J N imrce driveway as associated site grading regu'ew to creole a nil • ' y ■ Q DAMN we I the Irma w-0 b creole awn patios.The properly is Mated - r'��. ,.•,, ,,` �� J z the meth side f Rocky Nolo.Rd..°barn 0.25 ride east of Stony point ra Fa. The iota area a the porCel ii le).J]semi.The bias w-sole altu'ted�, `�',�,� stir , J o 0 20is OLPomrotely 3.79 Goal.Work is anticipated to begin in Spring m a 1, .'�\ 19. 1 TFtar. 3vVlaee. / •�` 71at^ - O - EmsiOn Control measures!awn wJ protect the stream cod Me'agenkml Swlepes: Cw4uctcn RgNd be sequenced so Mat pmT9 1e:maintenance Al meatuses me to be',Reeled weeYy me after ram praw.ly below operations Can begin Me end m Quickly as whale. .rem that are pal to ronfm.Any damp m aoggng b amanita mates is to be raw. '94.11 sd. �_- .� . LL Iwm recasting in-bon`rind!. be disturbed sWl be clearly marked by the piecemeal el the*ream control innnedolely Sat Daps at to be cleaved Men SON of to wI storage Muni grE00� �� �•�' - 5 J measures peker m construction. The pee superintendent not be marina,far is lined with sediment At lassos v.m v to be.n..ded when necnamY to I�•/d•� �� L En J Ion imlerofan and mointena¢e of nil season and Wading measure; maden o good dad of gram Sit lane ad oversin a/d5 Stith me OV'S1a ` I Existing del Curdle:d vapid m•ono is i` r ma open 255 and ceteclig sedMmt to MI their height nvtl be cleaned ad reached .�� t, � ,� I11 ug WRY model nY ids and generp0y dopes to the well`at t0 to]SS.The pee Mere construction Made access routes Sterna posed Punic toads. nmedotsy a ''r^, and wait from a 6 wlcre ain be weft Ue tam.with abou*Mop Oar oven p sidpx shall be mode to niwmice the tecspal et seamen*by sevice.' 1).IO IeMmpy erasion and eedmMl central intones are la be removed ,y � ` �� V z w shifting Iran a 6J0 acre drainage area tea Ie0 ears dnamq•ear, le the paved surface, wane seamwl is transported onto o puVanger needed, ��/ ` . ~ roodace,the rood ettl be cleaned tfgaugh y of 1M end of each day. Sane 151 opc of li the Cluntiyeroi Nan measures a•no 1 adpcwt Remaly: TIY property is nnreodee by tone Mtge meow pv[ab Sediment ham be removed Iran uM roads by dim.Yq m taming aria T.Per a«q.aw by the county eroiM antra denuded •��1 •" Y _c O ad wooled areas as was m amen eve a 1e lots. transported t0 a meinent control euwsm ma. Street wed than be 16 Permmml wq•latim mW Os inslmed on m•NWe vein wi1M need(9) ` �, Mrgr- Mewed Wy elm sef tin rename in this mama. siW mwNs aNm Ion ailed Ion bd WIwMq«*My canSnade �`16~ f` p re Off-ale Areas: No o!-site meat 1 be i deed it this peject. sta46mMn of Denuded Areas and Soil Stockpiles: Permanent or lemmpry �r V O Q m rtas reed he oast to aeEM to deededit..vein mllin)soys oiler foal MNIMNI STaNRaRIK / Q ��` CO p U ro- Sass: a39-Davidson coy inn.o.]e N-r«la.Group a sod be co'. eutti a an ays to e of the ale. Temporaryri.m tatesmLM shop ,1/I'Q///I//,- '�� )te-Rem be ward whin don doya u denuded vein nger o es be to ibdam grade MS-t Permanentthint Or le cloys after sal slat/Nationgrademust be applied to deas of d cloy born,0.24 M-Fodor.Comp sin but will Mahan dormant(mrd Ivwa)la brae Dm nC days. Permawt areas winker seven eon alter final grade is reached on ashy crliyn of the ^•Q/"nMe�, `� )IC-RaM clay ban 034 IC-Eccles Group B sin slal'ste0an shall be applied to ems Mel we to be all clamant fa more site. Temporary soil slo4Pwlcn shell be applied MUM seven days to er ,`, )ID-R(Our day Me.0.34 R-r«la,Group 6 6m than one year. denuded id) l nmayger than be at finale oust remain 555011 �'�P ` `��/ Sal io op Infecttoprotectfordays. Permanentbeinthe arm Bowing water. .Amicable 1 e include nwbtive applied to areas Nat are to be left OOrmtnl for mare than one year. es \�1l\\a .ti eMMIr eo4 mucking and the semi Mmcmbed grovel Mn co wen 10 ltobSzotibn refers b being v NCM1 protect soil from the erosive Tortes of �, 1gwl,�w Sea Stwkpasa:A teasbe paved. lea alaie¢atvr measures shard be seeded to be ggrapiate fee esndrap mpa[t and Wang wafer, Applicable practices include vegetative T., rill' pommy sin seckme wed be Ware and dri Ned adewOlian TH OF la meson topsoil la ITaI gmdaq mama led hams a' the Ono m pm Me condign,and•slirdled Median MI use. be posed. S l stonag, and the won houid of gravelto peered pp areas to 2,,\F.51• (.cp assay, be l Sat year.fitenntapm Should be selected be appropriate VICINITY MAP ' Teams and siMaldn op.Sedimentperimeter Treadedss. Ammer Ice the Ire of yam, site conditions and estimated duration of use. n Elan and Sedmm*Control Yemuna: Sediment shaker and VMm,pa'aMN.Nat carat nit brim and other SCALE:I"=2.p00 FT. Unless OtheMse indicated.m vegetative and slmetaa erm<n and Mdmn* masses intended to Mop segment Noe es constructed os a fiat step in )•Ili-2 Owing construction of the project, soil m pad borrow areas vet is [m0i 3.PM GAMINS A control wallets will be constructed and maintained¢[wbq le C imum mry land disturbs activity pad.ha ba mode Iveat be before Maps bar be slabiited or protected with sediment trapping measures- The app4anl Li< No 0363055. Standards and specificationsIns of the Virginiae Erasion had Sediment Control telaWnce lake d¢e. SIkes.and moan's Woo be l ones 10 earthen rnpOnsee es the to tel protection,oand peemansat slo03rolian of nil //nBi Handbook. Median measures may be required swig mnflmtion by the drachms such m men,dons.ad davbn.YmneS lily ones eoloadin. sal sit«4aes on site as n«barrow areas aM soil nlwliMtlly MOW.EROSION AM S4Dg0R �IIOIES 3./iLCN sit Erosion Central Sumas as needed. "CC, as3l c'` Disposal ef Tempaery Imo-sums; M lemmory MISS.end se sots eonlM transported from the project silo. ES-1:UNLESS OTHERWISE INDICATED,ALL VCGETMM Alm STRUCTURAL Structural Prodder measures tha t M rammed wiNn 30 days alter faro sin gmaotion a after EROSION AND S O ME CON NM PRACTICES WILL RE CONSTRUCTED AM OF IONpL the temporary maims ore no Mott needed,warm anemia oulmr:eed ey u5-3 A permanent vegetotheb Cover shall be estoeeWed on denuded mead not maMAMD*COSMIC TO MM US STANDARDSTROL AND SPECIFICATIONS Cr.a miviio m�o/J(OD eON ra(DeinnatenMS lkronsmaion sivn�esiu the project the I«d ppgmm ayrirMmlm. otherwise permanently until aed. Permanent vegetation shall nol be THE VIRGIN'.EROSION AND SEDIYEM CONTROL 1YNDRWn MO VRSaM re mil from fires prima mmdanpolio ma]Jommanarsbll than and considered established until a ground cover is achieved that,.is uniform. REGULATORS VR 6]5-0]-tl0 EROSON NCI ApKNT CONTROL rain she mmMgarregWwd b keep soil from washing Mmmwwn:eaed areas end;a hayed sediment and the lateen sin areas retuning Iran Ion am:had al mature enough to smite eon win ieMOil erasion REGIMTIONS. proarevideufe�frRdenianand vehicular mre¢]he Comwvuon Eno-once vllk sampaerymeson shall be reared Me 05ed to with suitably eampoelea locatedai an®sing(and guard abw 04 mnesfmm ehepblie rghtofrwy Once the sass.m,',Mee applicable.permanently POMO b present(WPM erosion.e y5-S Sediment basins and from, perimeter dikes. sediment boraces cad other E5-2:TO PLAN APPROVING AUTHORITY YI15T IONS C ONE PECK sedimentation. PRIOR TO THE PRE- CONSTRUCTOR CONFERENCE.ONE MEEK PRIOR TO building v erected.all adjacent mess will MmbiliNand the communion ennmue will no me:ere! intended la Iron Sedalia shall be Constructed as o first step in ME COIDENCEYEM Ci LAID DISTURWNG ACTMIY,AND ONE HECK longer be nevwry.) ony bnd-disturbing«livly Md !hall be mode functional before upsbpe IMd PRAM s0 T2 Foal.IeSPECTON, maintenance:Ad amen pad sedmet control Maeda oM Systems M al be disbrbonce takes plate, inn torn:Is➢Gas sArnac lwrmmmmnWl anaplm...pan•nei.k,al,unr m...tnnuamta.n.. maidemee.inRwlee,nine rewired numbly and after each igrd¢mt mnlep or F tr:13rrdennd moeteplogdamgrodmnr emmemhdorewvrwedby rheperpasd as needed to Mee Continued wdamnre of their haseeded function.My ES-3:ALL EROSION MOD SEOWfM COMRCC MEASURES M3 TO BE LU Srie in. nd&ledas m.omnte plan.onmprnune ofdinumr dfrermssin diaur40 avMq b structural mums shed be rehired ant lay N$} Stabilization measwm shout be applied to earthen alt¢twm Such Oa PLACED PRIOR TO OR AS TM FIRST STEP w CLFARMG. s Sat fermi dire Is inspected after every eaidel event and ot Most wady droning dams.dikes, traps.basins and dMrtime immediately alter iMlmatiM, > mea[J prolonged minim,as rim as at the end of every waking day,wit arty ES-e:•LW Of M UNNAMED ceoEis EW9M MO SEOIYEM CONTROL - F- necessary repave moat coos e. dy.Mmmubten sedated Shall be removed NS-n Surface runoff Item disturbed areas that is comprised bofe now horn PLAN SHALL BE UNNAMED ON TIE SITE AT ALL T.ES. SITE DATA: Q Cu..*Sr Pnnwai I[IPI 3.m A o0iusm Girt bvN v at MJ t u new mu v-tan ies and disposed el as a becomes fence or when Mamas have accw n the drainage areas greater than or equal to three acres!Mg be onttfued by a ..rim rwmrw awn rue 2/inn m aaphnv i..and Inhered omarmt by the t dese Is also lamJn to are-hall of the Mee pound fence Mehl Al umMasnla w erosion dad Sedmet eosin. The sedmwl basin stall be designed and Conslr«led to ES-5:PRIOR TO OYYFMONG LAND DISTURBING ACTMTES DI AREAS - CZ aarnfW a mamas dunned row phase W warn elmre rmvn..w don..paeans am be rewired erns For installation. the coMArouor that Mum m mowlecturas accommodate the anticipated sediment loading from the land disturbing OTtto TWN INDICATED ON TIES(PLANS(MRUOMG.BUT NO1 LIMITED clu.pnd,wmce•ngind central maw..to 4 wacceve.IT be ivmam a colon idea rn.rnaimry recommendations tooted for istdbtm,maintenance.seabce enl.ad rock, 10.OFT-STE BORGT CM eAS1E AREAS).)HE COMRAC)OR SKILL OmFR/OMOPER Q yen namlhthd damages cwaed by ewWct:n&MIS or other activity must be masked activity. The cotton device or system design snail take into account Me ROM A SuMEYEMMN MORON CONTROL PIM TO THE GMER FOR TOWLS A a LINN T DEMO TRUST before the end of each total drainage area Mowing through the disturbed ore0 to be served by the 540 PARK SI. ',Mug kid REVIEW MO APPROVAL Si THE PLAN SPPRpIMG AUTHORITY. thee Prom...r COP)all Tei.u00ofro gato main•Purr m,oLmo mnulac ran Aar seeder areas we to be checked to insure a good atone is mirldnee. Win. GYNLONrNLLC•VA])Po] 0 Z mart ainvgmn omaart at oar wtNerhmd.,:•1eirrmr nmrwmamrnnr CS-6:MOTIONAL CONTRACTOR CR S RESPONSIBLEMEASUES FOR a6iµNO1ON OF ANYer- J acacia.rhww4w.mA000wko. (rnhni.awrNm donaur.bw 1 MS-7 Cut and til sows Shall be tO erodingted n o manner that .8 a yeare AfIOTENNAI EROSION CONTROL AS DETERMINED NECESSARYM TO PREVENT LOCATOR: N O rrm.m General construction Mtn for Erman are Sediment Control deny erosion. Siowa that are found to be excessively wilt one year of EROSION AND SEDmLMAIOx BY ME RAN APPROVING 753 ROCKY Net7Ot R0. I.The dos cpaoag authority and be misted one-edo prier to the permanent alatilrtolcn shall be prodded with Oddd'anal dour .lab5)irg ANxORITY. lY e]PARCEL 71 Rook(leak Dm:SDI 9_'0 Small irmp..vy rwrda.a m.unatrd wav a Giura dada to ruder pre-croslmlim conlMNce.One whir prior le Ion commencement of lord measures Mla the problem is correCtel SIIIIYAWF COMITY.VA CT) I- We iiemr N wrmlo o sor Mnnnv mom roily mar mno(.be i •ea ere in thean nun) disturbing ion eild pad one pant al m toan the ran In aistru ES-7:ALL EDISTURBED ARCM ARE oeO ING TO APPROVED MOMENT awr A > Z .or)no M'dr Jiwf120rad:var.mWlm`4n:al i.liro...) (rmM tvnlhdafmmp the mnnd 2.nar erosion orb g Pit central mwvn ni be em•Imlw and Y$-R Concentrated within swat Wag not Now down cut an I tl deem unless CONTROL WRING MEASURES D Al ALL iaT SU DURING LAND DIS TION IS yACMIES 1LY.nl$IEREP DISED BY:: MANNA r Z mnbmnnAer ride^ld•s•^R^8m<^mpw.vmnmBnkurNJ edaran atoning to Ho stockade and is Rue tans Of the Kgwb contained wi an adequate temporaryorAND OUdx4 SITE DAItOft YEM RAT FINAL SER sttjATOx ACR[VED. fraiar and Sediment Control MMdrwk Me K Rpermanent channel, flume. or Mania egWetime W 625-02-00Pled PREPARED 0r: Level IIN imatu eosin eaweea.Jdaronaelx.ivocw)rrmvvdsrpmknm 1 Alliln o i 5•d rose mentd min.meant Oboe drain structure. Me e: DURING MM•NG DO DPEPSIKNS.uICR w41 RE PUId[p MO e,CURK GIMedSL P£. N rvwuvnra ma.orrcth w'ael see mwwrnnwrrwnval.eeivmanhzm(MTwrnnr DnnaW th Mesep in sediment cMtd measures ore to be placed Pw to v m AN APPROVED FILTERING DONE. too 10TH ST tS 5111E 2002 '� v rtkun aumnnmdmnamuMl see mlMiamhdimi svruanwvMn^u?meinwMdm Jemd the rral step n daring. .�$ Whenever waiter asps from a abed IeGe.adequate drainage or other CxYROT[SV41£.VA 23903 protection shag be prpEed ES-9:THE COMRACIO SOIL MSPECI ALL EROSION CONTROL . N I- e/tb rommtemymrtm.mr arm DJ 4.A Copy of the approved erosion one s•0knml cadre'am than be MEASURES PFROAC4Lr AND MRR EACH IUNOEr-MDpYCIN4 NAM' ^ u_ maintained on Ion site al d lion. TOTAL SITE MID: 16 32 Ii Z pcmn.m Intros Icrs 32sfsntabecutuIpmmWnpl..vr.r orc:yLmlwenad elnrr 5.Pro to command,tad distaeg astirilies Si Peas Other Won:Maned HS-be M Storm so t inlets that we mode operable during construction ce EVEN!. ANT NECESSARY REAMS OR CLEANUP TO taINTNf THE LOOG:RA O LL1 weal.w.I.n;lnaa.rsradr r.rrm:an..lnlnntu,reodrJ.mad..(Ferrymen ntia7w+/i be on these dosed(ingrM'rq•but not I:mited to,off-ale worm a.mite deco). be protected so that a•dimwl-brow palm cannot enter ihere ova sediment. EFFECTMM55 Or THE EROSION CONTROL DEVICES MALL BE WOE D111W REFERENCE FOR ELEVATION:NAvp99 t poitedan ell disturbed overdo:On:taw be faMnvpedon Mesimplanwirh'n r Jodi l Me contractor Wm submit a wpp meetsry mane control arm le the am system without first being Meted or otherwise !reeled to remove [MECUMS'. CO frol8rodieM fa Been out«pea!by the eon gm0mq cllcrly DC e.Re contractor is responsible la Sulmaliin et my eddt:end amen control toll Before May constructed atamaler conveyance enamels are moon OF OLD �RLE FOR ONfAOIO WMI[NMCE AHD OPERATORROGER W.RAY h A$$OC.JXC. - NOV. I].]Ole 0 0 !Male.:onus 335Tppatan..(plvnn:dues todwm4a rvdnesw loran nod.me edase measures necrosy le proved erosion end ,en d se tatio as determie n d by the applianpl adequate outlet protection and any required temporary orSC NEW RESIDENCE MO DRIVEWAY LLJ mode.On.Awlym.n dad area RofmnoTaitn25.Aao Sl rsc3.3(nr application tare (T WM wposn9 ailment} Permanent channel.lining shall be installed in both the conveyance channel FOR THE PURPOSES OF PLAN SUSYITIµ.REVIEW MID APPROVAL.THE (n beivwllyd((languid Permanent Seeding) ),All distorted WOOS ae to Maki to Mpawd sediment antra moanes al and receiving Channel. Rs)IS B.CUM CATIRIGMT.Pt. SET51CX5:MSC 75 FL Dm CC m lines drip land dinvbng activities had d r g site deNtpmwl MN Ma SIDE:25 FT. cc 3 o Rbrimidun:r 1959 3361mma11oma al real mhJnnro.,.vane'',apnpaod Throw damp simetolirn is achimot YS-12 through 15 - Not applicable. no RR watercaursm. atop. Fro bwm2d along doroay( Wi(Pod en show(co Osplon 5.D JDuring demisting operations. be M¢P s.water. pumped into osed Mitring 4GNIY g I OF CONSTRUCT:04 REAR JS Pl. p• 1` O c'Z rnw Cnn,oal nib six xra�a.a mom and ai.wmn.nm Jr.n aeries md.6wmo�n,�Lmmtnia. 9. MemVwty Wm n -Ig Underground utility tenNie shalt be installed n accordance with the - DISTURBED MEA 3.79 ACRES m O 1_Q aspect m erosion central memo's wriGMemy GM IOlbwingsslondmda inae6lin to other applicable criteria: I. balm CeMlmrOn Edwina MM FTme 1 W fence and cheek arm EdSTaNr•IMPERVIOUS SURFACE: 1.33 ACRES L = LLJ r.tjss be dry poWnma 4;Mau m ysnnnt ma ham aW mlue the Mr mit runoff producing rams'MM4.My nw'sRry repose er dempp to o. No a IMen'500 Sonar feet Of trench may be opened al one wane shame an the don, NCR MERyIN'S SURFKE:0.64 ACREScl, Z- ymase.oI ryssnti*ntory nobavw.Rm G inmdhd%required by the Lamm Won awaked 'ion the effwlimess of the eroi called deuces Mon be mode thine_ ? Ll-I aeunnm rminnprauoWfn anenm&dpmiodI mmedelmy b. Excavated material dal be placed M the uphill side of trenches. 2. Ewowle had wade aces per the Waning awu ace.shwa,eN• WATER OUMOT:LESS Pm IN A TO TOM " - V r O Veg./Min Matrices: IA A➢m mating]to be token from on wposd.designated tarot Wee. c. Ellhent Dorn desoterig operations anal be filtered Or q Mang and co npodlg fR n the c opened Mee Me mad Maim T•mwrmy Scarp 331: An areas detested by construction that wilt nit be it An mate mamas Wm be talk to on approved waste mum rota 1ipumped othrough an Momled leper la tows the pewmeY to et ed p welly weed 41REASE (91K]S-eM-ne C-J-A) O w N aaght to lays pane 1w a'wMd of more Man IC days.et be etthAred awed bed Mart materials only Dec Of nil;alurrq;waW,rubbish.Me olnv thatapp doe sediment trapping device, or WG. and asrJargM a y. ad poido wmnnnl seeding mwaren to debple newly paned INCREASE en SCUMMY I O.SE WILL NOT .OR Thal ewe t adversely elf eel flowing accordance or elf-file property, susd¢n as the escomtar phasing progresses up Ion Ned OR CONTRIBUTE TO EROSION,SEWEseeO-•OR 0 J 0 by*Mashing a geed need of prase. debris. d. RestobSe ion Wag be actamhou be in accordance with these regulations, µOOWS OF DOWN 4RMEM(¢K25-e10-60 D) t2 eared,m a waste«li:ly ours to gt Ouatb-Lp•pose wYgmMl d`m CZ C. livable regulations Nml be complied with, 3. n the sae wed remain dormant Io mrn Ian 15 ~ Lin 3.31: Unless R is known that We site Ma remain undisturbed Ice be limited to the hams el):damn to&.ODpm. Applicable safety ear;pmlh w far a not man vlemmary deeding...sees to Lobate the eaf¢a. ~ rMOr months. necessary. Mceswy,ton d aornt MI be I3.Borrow.to or wane our Cla Wm be conducted in a sole perms than N(-1)mere consWction vehicle Meek routes intersect paved public roods, Puna OWM1: IA]LB./tA MUIREM CNEO determined by Son 1's1,or 3 tans per acre of pdsM%seM ogacWtwm maintains lalseal vpparl or mOM to mSrStdw My Mad to perms.physical Provisions shall be mode 10 ennirnisp the Donegal of sediment Oy vehicular [. eon^balding construction is cwrpele.[anplelsly MalydnU the PURGI'.A REVISIONS: Sm•abM,MlMNy MOM le name to be seeded MMig seedbed Mnage to adpewl IMd had npaeman;and 0an090 to My Pub streetel-n bait g co n¢kpL is memory os cM•pele fuy ad pewmlvr and'eKOryaOYd rib the Ida 2-4 fiches of sP1 because a Ybe;Man,o cdbpee. tracking onto the pOYCO surface. Where sediment is transported onto O w io' A01IGL SLOPES:MO CRITICAL SLOPES IN THE 05-01-19 g us.Temporal stdaliw a dng ha ibn shoe be tempmy need muling isma l .Seeing Pubrc road mace, the rood shall be cleaned thoroughlyhaw every four S. 5. m trading and pmmm OJ dni ad OS pep Feemmnly chested PROJECT MG atmly to be al)5 a/m•.and in MS meSamnaths of Sena le r•mmu le consist a Sediment shall be removed Oar the roods by shovelingCiro or sweeping d 05-31-19 Fertilizer J.31: e00 pavda eon acre of 10-20-10 or vguivaM*.udT wpOee le the nroce Io be seeded deg sewabed pepoatiM aid 50/50 me el MMN RameyR0e ad Cared Water R e,v n'larch end Apt'to transported to o sediment control disposal area. Street washing than be be TOa Of CAbTRUCTON SPRING 2119 incorporated into e ton se 2-4 incase of a. roma of Annual Rot cat Y 9u Roy through Aual to consist of Germ.LIMO. Mowed only alter sediment is removed in this manner. 6. Ramie sal lance and eMn doss Ma m disturbed ours ate Surface r J.JI: Vane eclvMJ Ws hove been compacted. Straw mulch is la be o pMO ot BDDs/1Wel slobissed.Sim Catnip Inspector aroma OIODIR$fWN01.lON[ASSENT acing.roti •oracceptablergwhatever aloe tab aavailableto Alteratives me object to approval by the erosion control nRw. N All bsediment eclC-tar nporory erosion Ond control measures shall be remo ved receive seed.loosen tots bye¢ 15.Permanent eldaaitaly Wm Mliar and/ridde,permanent snag.cod within 30 dday, es ate, find Ste sta41gatian or alter the temporary measures hi meow eted nto to I toe the o applied er shed beet ore no era. needed. unities otherwise authorized by Ion localprogram DATE: Seed J3S: and be broadcast evenly pad ws: from X to X WO, O eferl into the L¢4-6l tithe.of sot iet mix Wm be rent wed n dislrola. Trappedtesediment and the disturbed soil areas resultingi from DRAWING INDEX r1rl.1 deep. Seasonal seed selection MS M m ImoSa: monied end consisti/o of a m-ist al 95%'Kentucky mid. SI or Ta Fescue Wm the deit further of temporary s measures shall p• wrmMe^*H stabilized to OL-L I-1 9 be apd'em ot IeRota/me me conceal of gro Strt n a Tat Fescue and Prevent erosion Md sedimentation. I T-1.0 TITLE S. PRO E EROSION - E ISI IC CONDITIONS NARRATNE •Soul 1 -aR. IS SO/SO lad m Mnrd Rye and Y M Ryas,SO-IO - Mai al Dab/b 011. te N Lives elupwc;o1 ppoed i. Co _ 2 C-1,0 OVERAL PROPERTY PLANMID - E%ISIugD NTR & SwY PIA! lb/a- Maid al em./spect Alternatives ere weFL to wprawe by the Covet' eli-IS t t age haw A is teD inn. TM irnnce in impervious nee is less thanDRAWING NUMBER Feb. 10- J C-1.1 DRNEMAY EROSIONEROSION AND AND SEDIMENTM COCONT PUN Ana 5: a Anwar Rn•05 b/c. erosion t.tro epecLa. in of the blal 658 eas v d MONO BesO d0 adined). 4 C-1.2 HOUSE-SRE CONTROL PUN .Soy I -hap.]1: ma 4eenorr baser.SD a/«. Noi'aw Noe e 11 Brio inn ma ew% e reduced in rue by 0.4 acres- Concentrated T_1 .0 Co«enlrot10 crat at the messy ditch Md roof dips ore routed to lean 6 C-1.4 EROSIONEITE RANA E CONTROLDETAILS aeaab Noe dos to soon as such areas ear ecapae b pevent u eras. IransprtroderS to creole amme et,C9vA The IO-os n impervious mop is less 6 C-1.5 HAT Guam' ' CALCULATIONS AREAS I .n be mewed as won m such Mreas are Scathed. Iran 1N a the bled watershed meo.(9vM]5-ero-efi car-e). 7 e-1.5 WATER oua.m cALeuuvoxs SHEET 1 OF 7 I_ I I I J I- • I • I I \i'- ^\I �' . i,.1- `I\\ \`_ I' _�kx-19oJ i i /- — I / 1 /_C ii 'r —__—!_ / /--7 7 r>--- --------•—••---J \ r_.- \•• •. . b '`� .♦`� JI /, �/ ' / �''.' _ '/ •'�'\ I /ITT ;;;'- ; ; , /-, / co � _ \ \\ \ ,. '[ I , / I I 1 ! l a.". / / / \\,\ \ \\ \\ , / / r _-` I / r / / ram_ co i ' �� �' \\\'(< E� ! et CA /� 1 6J-Ip II//_ /�--'\`\`♦// i /,-- 2./ 6p Z / ; \-\`. rrIl r r /i _`_�_�_-__/ \1 \i i ` 1 , / _ . 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I\� ` :`\` I i i i ; / /L ^ zN r / I 11\ 1/l, A,, \ l ! r • - \ \ / G /1, P4'L/i,17,--!'/ r,,,/, i'1`-�.` \ LL -IDC� \i// / /%/ 1// // r 1 it i 61-�p I If1 \\ / 6'i J/%!':,'r pil//, / %"/-�i/ 7- ___ %'/'/r' / 1 `\\\\\\ \ 111\I• 1 co CdN \' ,/ �/ I\1 I -I I \ \ 1 IIt /,i(h1iu�%',/,/ i,/,i°�;<f;''-r7 _` _____2///// / ',__y—\ \ \\ \ \\\1 .c }Z /, -///. i l I `. `.. ''II 1111 \' °�y'v'f`1,i/r�i 7/6/,'/ :! -----"/'//':'-l'"` ` \\\•\ c v cep- - LINEfYPEBSYMROLLEGEND •\• `_:�\\ \(\I`\1` \\ '.�/�i/'/ -IL/c^p eys rr 4'F - __-` wA 1a U JV EXISTING como6RLNE - ` \ ',/ , \I \I \�,/ 11/ „6x-gl/r, '' / ' '%' i•pr �______ _ wB .61 [Np � QZ oRhNnGEONmE I.CINfwlRATED FLOC AT M[DRNDIAr DITCH ISES •\' ' 1 1 r / / r / ' M /''/`_ �` /\ ARE ROVED TO LEVEL SPREADERS TO CREATE ¢/ I I l d l// / / ' f/Pi%P i,'/ ~ PROPERTY eoux6ner �---�� ..� . 6NCEIRA cTxprox. yyppp,, P r __-__ _ M W 44411.(f srRE<N 6ufBx x rwo.'I INCREASE tF oil AG ••�I r/1 r 1 ! /I/1•f // //./r a,,''/.,r / '____\`\\`' \ \ \ ~ I\ O W cxrtKa\s[ove •, NET INCREASE Cr RAP.AREA:0.2 C. + I +I r 11 I/ /,/ // /-.x+. '/ 7 r'i,// 4y ,i :/'/'-_ ` le,N \ , \I REVISIONS 1AT C.DUMBED AREA •`( ' I I / / / / /_ \`. % 1 1 ].wB-W6C. \I IIr 11 lib/11 .[/i//// / %e / / ♦``\ 11 KT DECREASE Or au C. Ir �I 1qO\I � II ((•A ///T/4�c6' // \ / _-` ` ��\`�\\�I II HET p'CREA�m Or 0AREEA MC Ac S �I.; i\\I ''11\LI 111ly`II I ri/II 111T�•1wir//Afs[S`,��i '-y,•\`\\`000 \I \I \\1jj1lIf1IIIIII nl f' .'7. \\"\\\\\`\`\ DATE: 1•\ \1\ 110111, 1 [1 .I Ili , I ! / ` / '{ \ \`\\\\`\' ( OVERALL PROPERTY PLAN-EXISTING CONDITIONS & SWM PLAN TOPO SOURCE COUNTY GIS IP CONTOUR INTERVAL •11�1 it I'I11 ); , I 1 1 i i i \4. 'I{`\ N ``\ \` /••/ �z-2�•�9 C-I.D SCALE: I"=2f10' - - ITV, 11\1i\1111\1/i,1 li 1 1 I P I I I �I`\` f \ /-_/ DRAIMNGNUMBER l 111 011111 III 1 I I r I r\. /'" '1•L IJI�I��i!; �1 I to \ 1 ./ C-1 .0 L I I I J SHEET 2 OF 7 • r I I I \ i ' / / / I / / `N \ \ \ — ! / / J / . r \ \ \.,, , / ,\ \ \ \ �I -/ E r2CaE \ \ \� \ \ oN\ / / �//// // /// // >�i —lixX w O' 1 -// //M/// . f. .. ,ON - -- -1 .,� \ _ _ \\__ — - -J o 0 / / / ///// /// // /i \ \ / / / /h COSMIC Fuel ROAD / � ` r 3 iI / / SNEACE DURNG _ m U �`i/ \\ / / / \ \ / / nsT ran ol>R rAs[Icln \ "\\ 1 i / / 1 II 72\ t. Op p \q ...= \ /// _ - ---- ^ \ —\\ I `\\\ - - - -\ ` _ , �/ / / 11 \\ ®'/ '/ / / Ip /I oo9 G�"HD'Ne�T�z LDLAIE CONSTRUCTER. _ N. / y I \ /- - -GgpE GUARD En51o4 /// /_ _ _.� _ _. — \ \\ / — //� /� / / / I // . I 'I I 1 �� Li '�/a 1 I \ / '/ L p'4 1 EXISTING DRIVEWAY EROSION & SEDIMENT CONTROL PLANt. OPO SOURCE COUNTY GIS ID'CONTOUR INTERVAL r 0 A— O N STONE CONSTRUCTION ENTRANCE a Z I o . w �v L Qi I O w LI .rsx _s ` 4.s ..rc..,a aa3'Y,y..s`.`A"D 'n A4 1 IC" C .-ti nut. CO my, a armv� PROFIT F i O 06 SIDE ELEVATION ExisloG caw % - P 'f ',,C4 O LJ di P b . KW"' N O r:itt I tji I - 01 JJ I e Na .Nast.n _ I, —I—" mix s c.a:<N x 3On a ne a.la yrN Lii F— OF•013S.4)transI PLAN 0 2 -PLAN VIEWtem.:.,, O II II It vkkAtTi-a i� �e 2 U_2A![a?6e CiteL Flu. :,— ITS"— REVISIONS 0.00'MOH SECTION A-A SRrnON A-A LINETYPE&SYMBOL LEGEND CONS1RJCV IR1IRANCE 302 { own 'I Op oil I IONS I.i1Aaned With a IuttL fao A EXILING CONTOUR LINE is-a::p. - Ido qq h I loss.v5L a 4v.le of 1 1 to an a PROPOSED CONTOUR IME —_—__— vets \ d c IM.YMd 4lled auTL 11 PROERIY 000NDORY CONSSRUCIION ROAD IYARLRAIION 393 1 DATE atignuaeJ serum, aralo 000 oo uJwIM.L10 Le 1+n vinl4ew .InuC MAUI AIyLL...W(Lrt et RalncpY<H DRAINAGE D VDE 6.Y'd`i,'d.rd.P3,YdYaAT'. PAVED WASH RACK LINT OF GRADING SKI FENCEa05 ® x 02-21-19 r.,...m... \uwn spa¢ va tt+S SOIL TYPE BOUNDARY �,�, SECTION B-B - DRAWING NUMBER: - soh TYPE {;)(ID(A SUM SE lm from Ai lblbi.S0I*t le Too peke e l SWAWel Feud ee TA me R410i-1 ALT:PAVED WASH RACK IF REQUIRED BY COUNTY E&SC INSPECTOR ��4%% C_1 • 1 L I I j SHEET 3 OF 7 r I I I / / .. / COD D// N / N / SOW HASTE ROLL-OFF DIAIKPSTER— /- '-/ - U a LEVEL SPREADER 13 L.13' - PORT-A-J01M /'' J Z / OA:0.92 AC. / / / /' 1•/.0 INFIOr: 0.34 crs 71E CONCRETE WASHO WtsksmouASHOUT.a P.P'�`wrorEo CORRUGATED' . - /' •' / •'/' J p CD A' /' / / Ivy ' / / / / / 0. CULVERT 3 _ /� / // / i /, J // / / i CD uJ 'i 12•HOPE CULVERT ,' / ROUTE ROOF DRAINS TO SPLASH BLOCKS" , .014% / / /// / / L J ' / / RP OUT:Tag.52 i / / ��� / W / / : DwO.92 AC. , ..'\LJ/ / /-AO- LIWT OF GRADR+C / / 1 co //' , Or RPR:2 N2 CFS / TOTAL DISTURBED AREA:3.T9 ACRES / /'� _ �' fill,Iiik, \ 'ram Z W [°�� t • / ' NYitlNN GRAVEL ', ' / CiI r /'' / 4 r F \ Via ! '— Y In• F- / .„/ // /SuRFACE WRAC''- , --Al)*,,, 4.1061/11111.1..-...10110.---.411 ' --- ' ,.-44.:SN.. I%_ __. 717" — ....c. __, / tre..°::r.,.;, :ii.:. .� � �r.�i �' !._34 \ CO U 1 0ill+`:' �';}'vr, / r 4**0:0;44/' - i .0: T ` • - -.....s. - ,ii I r •w``• :,� L_ ' / I f i / r I i ��CJ // I \ \ \\ \ — TH pJK. �':i` I 1 III-fSL010'110F0i 1 1 1 I I\�� I ' /i\ `` — — — — -19 z I :!' I + I f \ 3 NARK GATHRICHT - _ _ _ _ K_, Lie.Ne.036305 R P \ %IT. lij' ` I I I /ON�L ��./..' .1 /\ ✓` \ ` ` \ \ \\ \ \ ♦ \ \ , , \ \ \\ e�+r...� �//+ \ \ \ \ \ \ \ • \ \ \ , \ + • PRE OEVELOPI4NT - -1` - - >>BD- • OR/JORGE DONDE . 004 \ AT&T FIBER OPTIC EASEHOVT 4 ,• .0,..A4?",',I,,' I<1/ \ \ \ \ \ \ \ \\ ` \\ \\ \ \ \ \\ ♦ \ \ \\ \ - - - - Ci/ -/ • 1 z-HOPEUCUKRi .� ,'j'�M1 ♦\ ♦♦ \ \\ \\ \ \\`\ \ \ ♦\ \ \ \• \ ♦ \ \ \ \\ \\ \\• A. - - _ _ _ � - - . _ // / // • • • Ns/9A712.0 sitio 10-YEAR PEAK ROr:2.03 CFS ` ►%Pi\ \ /\ ''\\ \\ •\ •\ \ \ \ \ \ '\ \ \ \ \ A. \ \ \ \ - - - - - _ • - LEVEL SPREADER 12 L-13' �, \ B• - ` •\ \\ \\ \\ \\ \ \ \ \ ♦ \\ \ \ \ ♦ \ \ N. ♦ \ - - _ • / V I-HR IMROr O.x9 CFS A� I `� \, \\ • \ \ \ \• \ ♦ ♦ \ \\• ` \ \ \ ` - - - D' : Q 1- �/ ? \ \ \• \ \ `\ ♦ \ •\ _ Ns Lit` - k \ \\. \ ♦ . . "„ \\ \� \A.\ \ \,- ��' --A - - - - - Q Wc AA, \ `/• LEVEL SPREAOA .0 L-U' \ ' \ \ \ / _ - _- g'`! DRAINAGE AREA o.os AC O - _ / - — - - �280- _ _ _ N E'G ,1`/HI INLOW 001 OFS 'f� \ \ _ _ SEE SHEET C-I.1 40 N� O W HOUSE SITE EROSION & SEDIMENT CONTROL PLAN 2'CONTOUR. Z UNETYPE&SYMBOL LEGEND ,T 0 O 0SCALE: )'=AO' SOURCE OF TCPOGRAPM'. ROGER R RAY&ASSOC..INC - NOV 12.2018 EHSIPIG CONTOUR LINE CON3IRUCTl3N ENTK'E 1.12 /� PROPOSED CONTOUR UNE � W O Z PROPERTY BOUNDARY • .-- -1 ' CONSTRUCTION ROAD STABLI.All a:s.Ci 1...Y LL DRAINAGE DIVIDE UMR OE GRADING.., •11� - SET FENCE 3.05 ®. k -I— — Q w SXt.TYPE BOUNDARY V = I-- '.. - 4/ a Cr)O SOIL TYPE 8 NLVERT IAET PROTECTION 3.03 O = -[ w ri) OUTLET PROTECTION 3.IB ® Oc Z ROCK CHECK DAM 320 CD II- I-- O O LEVEL SPREADER 321 ODREVISIONS: TEMPORARY SEEDING 3.31 PERMANENT SEEDING 3.32 D1-TE MULCHING33E ® 02-21-19 SWeAR NOTE DRAWING NUMBER THE0.3 (A USE OF CI{Nl5/$OLvENT$is SOIL BLANKETS S.MATTING 3.3f NOT ANTICIPATE O. PARTS,STABS AND TREDANE ERN WITERII RILL S et ... C- 1 .2 BE STORED INSIDE THE BU4DING, us a rp � 3Nlv - L I I I SHEET 4 OF 7 r I I I 7 ,LOCATE ® 100 FT. SPACING ALONG DRIVEWAY DITCH - CONSTRUCTION OF A SILT FENCE CROSS SECTION (WITH WIRE SUPPORT). _ • ovtan vm,,a, mom•r= i so Tars uo move•mia- wane"on rvawe I0 WC Ma _ m PIPE OUTLET CONDITIONS o 2'•/- va P CM m saPO[AUG M PAC FILTER CLOTH • I IIS= _. �- '�._ - - loenoxu) - SSA l�-�mrq�u IIInnn-II A .•" A I _ • I, • _ . nl1 ' R=T1111-UL1 L`�5 n lerl 11`Il it I; a Illly, .....**".:1 0 .•¢ }. y ai,a IOoaNs3l¢AR WL'n _ r n nor d t=n n n r�r II n F •• .. J Z - a a mar $nnw =n�nl bairn.'i 'NI � I -I a • •�l e R II Il n -�11-@g -IIFr ran, • . •�1 - J (7 )) i 1 / % 110QQ� ° i il;l coma _e aft = za'Is-�� •• • _.-- _ 0 EC BIQ� (I�-� - [RQ a 1 ciao mcIlmATe - `•'a%�� Pm PUT � p� 1 A �/ �� -W�M'/ IIN `�Y�tJ t' I':•OI elm b I'•/- SPREADERWITHVEGETATED LIP. _ — -- II , I __ LEVEL' •i�• mwnu J FtprG 15L II CHECK DAM DETAILS ®� Le e a 0 Z nit ._III ® LEVEL SPREADER DETAIL I—_ • � 1 SCALE NONE SCALE:NONE J .p• Y r7j r aT t _,0 MUC H bex«tSTO « M16 « a'Accra M To re u Merl • {, 1:. roc no Tama xmrmo. Bram)rtt eaMNl SECTION A-A Ur mwma v ins wry j� 0 a r in kJ' o = - . , r¢I A O4 as .CY®I211.CANON —aN CO o U ` ' % e.Ia 0 The IHCTN O S�®LP nVP Al T.T00 a =kit a.I®ONTO®Ma woman men AOn rare ear i� " fill son a wares. _ Sgme:ve.OSaG P0.0Y Plate 3iO-1 �� OW ' I 'I— QOUTLET PROTECTION DETAIL �III— II� nor shins It r4 � p SCALE NONE _ �EH Op 1 �i�i!►� - _ —_ . - - _ - -1 -L a .au a - - _._ n,a onx /L- - a - __ _ _ _ _ In TI93W e<'yy�4 . TOWAL Rr rFMf - - AIRCSLryat Idp1m Ira 100W1bAralel Aral end PohY new Benin Iv sediment Cmldt NM1 fl-I 9 aal ®SILT FENCE DETAILS 401 CULVERT INLET PROTECTION DETAIL - SCALE NONE SCALE: NONE -1992 332 TYPICAL ORIENTATION OF TYPICAL TREATMENT 1 - TREATMENT — 1 (SOIL STABILIZATION BLANKET) SITE SPECIFFICSEED GMIxmRES CP , (SOIL STABILIZATION BLANKET) FOR r INSTALLATION CRITERIA Total Lb Minimum fare law¢ P<.nna 0 swum W W ..ou nor n� -Commercial or Resident al 2UM12501� 0 CN �,.. l't kr" Kentucky 31 or Turfl)pe Tall Fescue 90400% CV _i a+ .. zgrI®rr .sp5c - ImprovedPerennial Ryegrass�- 61046. _ CM- Q 2 ae y�p.umT •f an son- soda emu•. - Ke mcly Blvd&a?S RiO-- T -_ o «sect $ Awm.T sw .-- inns nEn.20.7122 aw r•1 I F`. H fi-Mn�menanttlmm ~— 0 d m��m I � � Minimum or three(3)up of (5). reties N .y O m ��y ciea am• a of bluegrass from approved lea far use In Virginia, 125Ibs O au was nett a A OM Q«Me 0,TNT VOL a 'i,_ \•� /mr�tJpa UD LaS ii z kJ m°�ioT«i[m Oahe OM eo MOOS IT Baxi. 'riP mar or cox sawn , General Slime(31 or Ins) L H k T ��+exsM1 tin lava r IP. _ N Z i"Tne= unite" (AMC Ors•CUT) 1 c RcdKenuicky 31 Fescue 122163 -C W ,: dam r.b.<:�anmrx = Rcd Top Grass 2Ma V CC 3'mu ST Ma a ma I -Seasonal Nurse Crop•• _29.ffi. E - r��a -' TCC 0 1501bs. a a' RaR.MST b'ro lr 1®-Maimm�mx SlOOe isv<rs•r tM1an a•1) 3 W a < zoo,ewe.-Auiun 4 • II n z -: Me Stet or nowiThi , , - Kentucky 31 Fescue 108lbs L dN. O N — a •om sea - ;� l - Grass Seasonal NorseNurse Crop•• 20 Ps. - -. 00 ` _ I ?f nee um . I-_-mz ® - O'owvrcich.'• .21LE5. • w > Z s. ���11�� r I .N I 1 es ha alla CV- CV 0 , ,. T., em sex. - PLAN VIEW Perennial• Ryegao 'R g<mdvasc faster and at lowerO temperatures than U me wawa can to.sew.Am wen a 4 { STAPLING DIAGRAM fescue, providing cover erosion resistance to toted O 0 mrz«emm+nma Tib«m t- r 1: - M 4-me UR{O Ir.aO.c3 n• HNa flea r�pair vm m¢•blame TVW: ••Du seasonal nurse mop in abundance with seeding dates.as stated below n Er,_ _._ „STAPLE LENGTH FOR WO/me_ wT aco."0 son.0 Much,April throughMay 15th Annual Rye - s w ouaamTmmwsa-CO�..rWTYN2ra May 16th Through August 15th •Feared Wu cote sown:.SLOT use August 1601hrough September October Amoral Rye REVISIONS u tm�wTfm _ November through February - Winter Rye OS91-19 IWYb Te«YEt«O M.' ,i 11; iNn hair { I rNen M�maoa9O - `� T If 0212d Weeping iaveaselb3ay al All legumen any slope or toproperly I I I 053719 mandmed Weeping tiring ass may 51 a included in slope m aces- 2R.a OpT ' to'T maintenance durivgwarmerscedloBperibds;add 1M12016s/aaeiv miser Seel' - - ' DATE SOURCE:ADAPTLR FROM LUOLOW PRODUCTS ORCCNURL- PLATE:us-I scum wo n on ao.S ANS eR10EC sr xoARSs - - PLATE: 3.3S-2 W-302 �TSC 02-21-19 SOIL STABILIZATION BLANKET (B/M) DETAILS - _ _- . - - _ -- - ®TABLE 3.32-C P. DITCH PROFILE - - D - RAWING NUMBER:. ill/SOIL 7 SCALE NONE -. - - - - - - ALE:NONE - C-1 .3 . . . SHEET_5 OE 7. - __- _— t= I I J r 1 I I 1 t. f a 9di \ ---- Were '/( " � ris -• 1 / / /n,,m;,,, CFir)l 1,/,, / / ,.. 1 a l_t_a; - --_. __ O / / / // / / / / 1 I�, _ - _ ` — '/"..,,/ /, /, 7I / ,.,7, 'Xa / / / / / / / /' / / / /A .‘ \ F / ' ' / / / / ' ' 4 S — \\ \•\ y�\ \ r ' / / / / " / / / / , / - ' \ °\�� T� / / \ \\ \\ / ) / ' ' / / / /' 1 `1 \ ` \ ` \ /Z7 °ry/ / ,' / / /// , / / , \\ , \\ \ \ > I 'c -- - " ' ,' , - T l i // ' /' �'/ �- - \ S'y > 6 e`er \ D / ,/ / / , - ti it , ,' - � n 1 I\ // / u \ ,, ; i i / / / / - u \\ ,; / ' , - \ NNN /a'/ ' , , / , — q \ \ \ \ 1 1—/( ' 1 , \ / , / , , •, / / Agg ; ri \ \' / , / ' '/ '/ / II \ \ \� e I / / / p G \\ \ • / / / II N , • I / / / , l I l , / l \ \ • �' \I 1' in • k \4il • m F \ \\ \ ` \ 1 1 I I I ' / r \` \I\• \\\\ \ • \\ \ \\ \\ \I 1 1 I, I ; /'1 1 , '\ , , \‘‘‘‘ \\ I \, \ \\ I I I I 1 , \ •\ \ I I / rt-' ` \ \ , V I ' / I / / ' / \ : \ \ \I .I, / /' / /l /l ,' / / / ' / \ k \ ' • •I / / / / / / / / // / , / / / \ \\ \ \\ ` I I 1 1 / / / / / / / / - \ \ / l , 1 / / / l ./, l / ;l I / // - \ \ \\ \ \\ / / , y/ , / , , ;v , / , , 1 li A \‘‘‘‘, I / I 1 ; / I 1 < \ \ \ I I I 1 ' \ •� \ \ \ \ 1 1 1 1 1 I \ ., \ ` \ ��~ \ \\ \\ \ \ 1 I I I I , \ \ \ \ ;A � \ \ \ ( 1 I I I 1 A v A • AA I ,. V A V A �` `5N\ \, \ / • \ , , , , \ ' I 'I I I I I ' ' N7 \ .: \ `; ' , / I , / / / / / / \\ IN \ \ `\ 1 1 / / / / / / /' i \ \ , I I 1 / / / , / / / P k' - ) \ \ •\\.- \ \ \ I / / l / ,, )0 \ \ l 's p 1 \ \ ' \1 \ I I I / ' / / I /' '�. )f \ \. \ \ , I , l / I l /'' cI \ \\ \ \ \ ' I I / / 1 I / / - -i \ \• \ \ ` \\ .m1 / I I 1 1 I ; I I / Y1I ) \ \\ \I \\ \\ \ III 1 II 1 I I� \ . , \ \ \ 1 I 1 1 ` 1 ` ', \ ` \ . . I I I 1. ' 1 \ \ \ \. \ \ \ L I • I I J I m . H Foothill Farm WP0201900014 coy,,„, '/ T.M. 62 Parcel 71 qn e B. Clark Gathright,,;LLC m E 753 Rocky Hollow Rd. Charlottesville,VA 22911 1]-1; oc x 10010th St. NE Suite 200 o HOUSE SITE DRAINAGE AREAS Nf t ' CHARLOTTESVILLE,VIRGINIA 22902 fq VI N1'J I- I I I DOG Virginia Runoff Reduction Method At-Development Compliance Spreadsheet•Version 3.0 LEVEL SPREADER I 1305 SF 0.03 AC. 2011-BMP Standards and .:.la :•" t a$M CVP Standards and cifications LOCATION S.F. AC. C CA- : Project xame: FOOTHRIFARM van Ina.cells IMP AREAS 280 0.01 0.9 0.01 IC) Date:! 5/1/7019 constant values GRAVEL 0.00 0.7 0.00 03 Linear Development Project? calculation celb OTHER 1025 0_02 0-30.01 CNV Site Information I _ 0.03 0.01 U Q Cyr 0.43 J Z I- Post-Development Project(Treatment Volume and Loads) STORM 5 (RVrl A C G cd91 J o CL Enter Total Disturbed Area(acres) 4 3.79 Check: 1.0 0.03 0.43 0.01 ---' N 5 ! I BMP Design Specifications list:2013 Draft Stets 8.Specs - - - w Minimum reduction required: '® Unearproject? No I ,Cr) 7 UJ The she's net thorease in impervious rover(acres)is: Land rover areas entered correctly? ,/ CULVERT 2 LEVEL SPREADER 2 L Cn Pool Development tP toad Reduction for Sire(ib/Yr): Total disturbed area entered? s/ 37333 SF 0.96 AC. 37333 SF 0.96 AC. Vote LOCATION S.F. AC. C CA LOCATION S.F. AC. C CA rr rns Z co Ore-ReOetrelwmner,t Land Cover(acres) V-- _ _ IMP AREAS 2320 0.05 0.9 0.05 IMP AREAS 2320 0.05 0.9 0.05 LL A Sw6 9 Spiel c sass r o Soils I Totals PERM PAVER 0.00 0.3 0.00 PERM PAVER 0.00 0.3 0 00 r: I- parM/Oprsp.rlaaey-u,sauurbed _ ..._ - - foreSUSPensoace T 319 379 OTHER 35013 0.90 0.3 024 OTHER 35013 0.80 03 0.24 M qd Uri Arm)-disturbed.graded rat 0.98 U.29 0.86 0.25 . Q nracr ads wt in be mowed/managed 0_00 000 Ce.f 0.34 Cr.. 034 O ct retrMMMcava liar a) 0.00--- , 0.00 1= in 5 m . 5 min Q - 3.» o STORM IONlu) A C O(chl STORM ipMaj A C olds; CO U • 10 7.1 0.86 0.34 2.05 1.0 0.88 0.34 0.29 Post-Development Land Cover lams) A Soi6 95013 CSols DSWN Tonle • form/Open spate(acres)'•oceloturbed. protect.foreNos.W..ccrtroteur-_land Ono OW CULVERT 3 LEVEL SPREADER 3 %•aruteed%n No.)--Unturned.ranee for 40351 SF 0.92 AC 400S,SF 0.92 AC. Toast,caner turf to be mowed/ tas. 3.15 3.15 Toast, ro agenl.d Cary l+r.sl 0.W Dow LOCATION S.F. AC. C CA LOCATION S.F. AC. C ' - - IMP AREAS 4608 0.11 0.9 0.10 IMP AREAS 48138 0.11 0.9 0.10 An•CrA OIL OK _--OIL_--�-_ OK 3.79 PERM PAVER 0.001 0.3 0.00 PERM PAVER 0.00 0.3 0.00 SyTfi OF ___ _-._"__ OTHER 35363 0.81 03 024 OTHER 35363 0.81 0.3 024 .='LSF' /'!� -- ---• 0.92 0.34 00-92 0.3a CO 0 Conatatb Runoff Coefdeots htv) I Z� Anhwwr4e10dwal 43 Asms 1SPlb CSois DSai C.a. 0.37 C� 037 0 9 0.41e 001RR0ORT Tarsal Arra Etna l:ches) 1.00 fora0/00en spas. 002 0.03 004 0.05 Lie.No 0363051> Tor nn.ehnw,(TPI3%KImyLI 026 Mitred Tud 0.15 0.20 0.22 0.25 t= 5nlh t- 5men 4ryi Taw Margen OMMEMCImeg L16 Impempn Cover 095 095 035 0.95 Target TP toad iltdacre(v) 0.41 �_ 'n 65" \ Pi lum!kts:orermfx[al 390 STORM 10Mo) A C 0MS STORM I{WM A C O ION �S-.i0NTL�,o 10 7.1 0.92 037 2.42 1.0 0.92 0.37 OM LAND COVER SUMMARY-PRE-REOEVEL OPMENT LAND COVER SUMMARY-POST DEVELOPMENT I Land Cow Sunmrary.Pre twat Cover SwnmenhP001.100 lord[Summary VO-1 &UM/Cba%rSVIMrrr Pee Ire raarg a.n oat. ram..? Pe,Arm.A tam impair* uostandieuelopmont Peuaawapw.a,Mace spa rpo Por.ss.90P.lpa.0 1Mn.l 3.79 3.15 rot ICppr seam 000 rarest/ SpaceOltchpe rove. 0.00 Wwtt2 Ditch 0 culvert 3 Loser Wrest Warted Ihemem) 0.03 063 We4h,etl Asthtnst) 000 ...anted armo.es,l 0.00 100% 100% %forest 0% ------- %rorw 0% -- LI Side tle Sla 3.00:1(H:1f) Velocity5.2D cps LL Sete Sox: 3.00:1lined Veirlcity:5.421pi %Forest - Mrred Turf cove. Mh.Med Tod Cove, w.ted Turf Coder(area) Dn0 000 (oral 3.15 ) 3.15 RI Sde Soar 3.031 NOVI Row Area: 0.39st Rt Side Rope: 3.001(NPR Row Area:OAS sf isms , WN&N4 ANtud) DM 0110 Wet..Rv matt 020 W60ded ay me; 020 Mannirtgs n: 0.030 Row Top Width: 2.18 h MamNg's re 0030 Sow Top Width:231 h - - %Managed Tad 0% 0% ..._. %Managed Turf 03% k...Mr Turf 100% .. _.._ Donna!Slope:0.3_50 ft/ft Wetted Perimeter: 2.29 ft CTMnrM+Slo1w: 0.I1501t/R Warted Ferrer: 244 it aryermucC tares) 000 0.00 m�ponl nioso OYef 0.64 Pe MImpervious 0.00 New impervious Loser 0W Depth: 0.1E It Critical Depth;049 R Depth: De 0.19 ft Critical Depth:0.53 R L. M(Yvpeva.) 0.93 0.95 PrOmporMusl 0.95 RM:mpevhmnl 045 R.Iirmernous) 09S i %r,or.wW as as xLmp.ry wr 17x ., Ox Discharge: 2.05 cis Critical Sops:0.0225 RR Disdtarge: 242 Ch Cede*Sow:0.0220 ft/ft t %imp..w • Tar SINPar(a,ntl 3/93.L5 Hr.l Il A,al.oe.l 3.79 To.Asp.sae Area 3.15 0 _ see A. 0.03 0.03 f Pet DrA ev re 033 Re8e Mt' 020 toot Culver:3 CD......................_...... toot... ............._......_...."__.._....._toot... _ Treatment Volume and Nutrient Lotd Treatment Volume and Nutrient Load 0 N Calvert2 Pameter 1AOh Velocity. 73.9 fps N PreRene 0wnent Teal volume O..rrrnem rw.3,eoeWlwpMm Treatment Diameter:1.00 ft Velocity 6.88 fps Owe' /r�/�♦ > Z Ixre N) 0009i li 2079 rrrtnMnl Volume 0.1032 Tremont volume 0.0525 Treatment Volume 0.0507 0.0200 ft/1t Crow Area: 0.3a pf r Q (aaeNl lean-lg Imrehl Slope:00200lull Now Area: 0.3011 Mann:nes n:0.011 Critical Slope: 0.0354 ft/ft Q a O DevelopmentAna Pe%- ...14.oe.elopmem voo o.s.lopm.m Marvi,g's re 0.011 Critical£lope: 0.0050 ft/0 Dischage: 2.42eh Critical Depth: 0.67 ft 5 Q pre PaDave ;rMimem volume 411 343 Treatment Vaha,c. 4p'k ab..m Vduar 2.297 ),.even,Volume!cubic 2207 Jeri 1st) Tre Icub6 hell feet, CL 0 Di.dw rite:205 ch CriDui Depth: 0.61 fl Depth.: 3.44 ft antes.Full: aa38% anal Pert- arperewpmem Depth: OAO1t Percent full: 40.47% full Capacity: 5.95 eh QMA%13.940'. C.O.cis ` 0 U f..Ao•Airri 79Lor poo.pweppmen,n S J 0.26 0.22 • Oerbpment Tplaad 2.82 • ant Load(MI 3A4 00311b/el 1.39 to PM (IbM Fun:washy: 595 cis c L I�(t FaMrre}pa K Laws pram • r.a Poo0.00prnm: < ae w+uon.r.,.. U U 9%ha.n) 0.e.re.. .. as _ IMp./p3 (cola./nl L l >- 6.,eane lP Load;b/Vnt rem.a..:,ee Ca r ~ - lanNW1.OMtlro,....4MpPmmrw e.tu.0%penned. •'9 Drlew.re MA I� 0 Q,and.Rants...m.o..,:o.. .drr.w-u Lose) m o e 2 /'7( ne1u.T.I and C,ers,mmon. T � 1eLo.CRedu6wr ^ n T �..� Pre R•Oea,ap m'ar wad wr.mbu•perv,w=wbcorr,pnesVar.-.wtr r uction •- mowae„Ium«-^o9e.Nandb'necv=aw.rw,avtr ' edevebped 0.15 Rarer for New L32 i A Orr LL C0 Ce NANO Intern rag MM) .}.a N CID rX W 4d„ntrofo,ooeaa:n/on:,:reu.arr.Post'ReArrnpen,aomorrfmmur -----. --- ---- toot . ', 0 ovrwr a"�mr.nrervw.rr,.«i oR.,,rran new.,re..srror..rrr rnoa ,. C') ~ ism tar..not mew. Q Column INow.naperrO•eo,..monemml r nre•,mpr„n••ca.tr imredor.her, H re developnm•bad Pow.011 aa/are/sew/ Post-Development Requirement for Site Area REVISIONS: 05-01-19 TP Load Reduction Required(Ib/yr) 1.27 05-31-19 Nitrogen Loads(Informational Purposes Only) al po0.,e.o00nont TN Load DATE'. P.AM -At led103310 O 126 r;IPoa-lrpe..b.,,0e,elppmen,■Mew 2a20 1Imp5/0! 02-21-19 DRAWING NUMBER: e-LOAD REDUCTION MET BY 1.27 LBNR NUTRIENT CREDIT PURCHASE C- 1 .5 I I SHEET 7 OF 7 RECEIVED JUN d t019 COMMUNITY DEVELOPMENT pit_,./4.t� COUNTY OF ALBEMARLE Department of Communitylopment o"'�"i 401 McIntire Road,North Wing i��, Charlottesville,Virginia 22902.4596 + i TeL(434)296-5832 •Fax(434)972-4126 4-'.114° Stormwater Pollution Prevention Plan (SWPPP) For Single Family Residential Construction within a larger plan of development For Construction Activities At: Project Name: Foothill Farm Address: 753 Rocky Hollow Rd. Charlottesville, VA 22911 Prepared by: Name: B. Clark Gathright, P.E. SWPPP Preparation Date: Feb. 21, 2019 (This document is to be made publicly available according to 9VAC25-880-70,Part II,section D. With the building permit,it is to be posted in a prominent place at the jobsite entrance and available to the public and the county inspector.) Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Single Family Residential Albemarle County Erosion and Sediment Control Plan. An erosion and sediment control plan is in place for the overall development,under the operation of the developer. An erosion and sediment control agreement is in place for this lot,and is attached. (Provide a signed copy of the agreement here.) Stormwater Management Plan A stormwater management plan is in place for the overall development,under the operation of the developer. Details and plans for required stormwater management measures on this lot are attached. 0 There are no required stormwater management measures on this lot. A stormwater management agreement is in place for this lot. (Provide plans and details for any stormwater management facilities or best management practices to be used on this lot,or provide a signed copy of the agreement here.) Pollution Prevention Plan. (reference County Code 17-404 and State Regulation 9VAC25-880-70 part II section A.4) A. Sources of Pollutants. Common activities and minimum control and prevention practices Pollutant,or Pollutant Prevention Practices, Generating Activity Location on site Control Measures Follow Erosion and Sediment Control Clearing,grading,excavating,and un- Land disturbance area Plan. Dispose of clearing debris at stabilized areas acceptable disposal sites.Seed and mulch, or sod within 7 days of land clearing Cover storm drain inlets and use drip pans Paving operations Roads and driveways and absorbent/oil dry for all paving machines to limit leaks and spills Direct concrete wash water into a leak- Concrete washout and Current location and detail shown on proof container or leak-proof settling basin cement waste plan that is designed so that no overflows can occur Enclose or cover material storage areas. Mix paint indoors in a containment area or Structure construction,stucco, in a flat unpaved area.Prevent the painting, and cleaning Structures discharge of soaps,solvents,detergents and wash water,paint,form release oils and curing compounds. Water shall be filtered,settled or similarly Dewatering operations Dewatering sites shown on plan treated prior to discharge as shown on plan. Designated areas for material delivery and Material deliveryand stogy. Placed near construction storage Designated area shown on plan entrances,away from waterways and drainage paths Material use during building process Building areas Follow manufacturer's instructions. MSDS's attached. Waste collection area will not receive a substantial amount of runoff from upland areas and does not drain directly to a Current designated container areas on waterway. Containers have lids covered Solid waste disposal plan before periods of rain,or are in a covered area. Scheduled collection to prevent overfilling.MATERIALS NOT TO BE BURIED ON-SITE Convenient and well-maintained portable Sanitary waste Current locations shown on plant facilities will be provided,and located away from waterways or inlets. Such facilities shall be regularly Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Single Family Residential Albemarle County Pollutant,or Pollutant Prevention Practices, Generating Activity Location on site Control Measures maintained. Apply fertilizers in accordance with Landscaping operations Landscape areas shown on plan manufacturer's recommendations and not during rainfall events To be treated in a sediment basin or better control as specified on plan.Minimize Wash Waters Wash areas shown on plan the discharge of pollutants from equipment and vehicle washing Vehicle and equipment washing Designated areas and details shown on Provide containment and filtering for all plan wash waters per the plan Provide double walled tanks,a lined Fueling Fueling station containment area,drip pans,and spill prevention and cleanup materials. (Provide any site specific activities here.) Minimization of exposure to precipitation and stormwater.Minimize the exposure of building materials,building products, construction wastes,trash,landscape materials,fertilizers,pesticides,herbicides,detergents,sanitary waste,and other materials present on the site to precipitation and to stormwater. (Identify all non-stormwater discharges to occur on your site. Keep this plan up-to-date with ongoing site changes and inspections. See CGP,9VAC25-880-70 section E for examples of non-stormwater discharges.) B. Non-stormwater discharges Discharge Pollutants or Pollutant Location on Site Constituents C. Persons responsible for pollution prevention practices (Provide the names and contact information for all persons responsible for prevention practices as listed above.) Clark Gathright, P.E. 343-971-8848 cgathright@dgarchs.com Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP)Single Family Residential Albemarle County D. Response and reporting practices Minimize discharges from spills and leaks.Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures as follows. Most spills can be cleaned up following manufacturer specifications.Absorbent/oil dry,sealable containers,plastic bags,and shovels/brooms are suggested minimum spill response items that should be available at this location. l' Priority: Protect all people 21"Priority: Protect equipment and property 3rd Priority: Protect the environment 1. Check for hazards(flammable material,noxious fumes,cause of spill)—if flammable liquid,turn off engines and nearby electrical equipment. If serious hazards are present leave the area and call 911.LARGE SPILLS ARE LIKELY TO PRESENT A HAZARD. 2. Make Sure the spill area is safe to enter and that it does not pose an immediate threat to health or safety of any person. 3. Stop the spill source. 4. Call co-workers and supervisor for assistance and to make them aware of the spill and potential dangers. 5. If possible,stop spill from entering drains(use absorbent or other material as necessary). 6. Stop spill from spreading(use absorbent or other material) 7. If spilled material has entered a storm sewer;contact locality's storm water department. 8. Clean up spilled material according to manufacturer specifications,for liquid spills use absorbent materials and do not flush area with water. 9. Properly dispose of cleaning materials and used absorbent material according to manufacturer specifications. Emergency Contacts: Normal Working Hours DEQ Valley Regional Office 540-574-7800 Nights,Holidays&Weekends VA Dept.of Emergency Management 804-674.2400 Pollution Prevention Awareness All site personnel and workers will be made aware of the prevention practices and measures contained in this document. Qualified personnel The following personnel are responsible for inspections; (Provide the name,telephone number,and qualifications of the qualified personnel conducting inspections.) Clark Gathright, P.E.434-971-8848 General permit copy A copy of the construction general permit,9VAC25-880,will be attached to this document on the construction site. The general permit can be found at http://www.deq.virginia.gov/Programs/Water/StormwaterManagementNSMPPermits/ConstructionGeneralPermit.aspx Inspection logs Inspections will be conducted on-site,and recorded here,as required by the 9VAC25-880-70,Part II,section B and F of the Construction General Permit. Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Single Family Residential Albemarle County Signed Certification (Provide certification according to 9VAC25-870-370. For purposes of plan review and approvals,this certification should be the owner of the property,the same signature as appears on the bonds and applications.) CERTIFICATION "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Owner/Operator Name: 70(0;45 + n h JX vt q C I Company: Title: DIN n et S � Signature: c-1. /A LTi Date: 02i _ 2f [41 Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Single Family Residential Albemarle County