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HomeMy WebLinkAboutOperations & Maintenance Manual r~ ~ Operations and Maintenance Manual 11720 College Avenue Carmel, Indiana 46032 Job #: OS-010 Date: 2-18-2009 r<~' Prepared for: Yeager Properties, lnc. .~ Prepared by: JD Hall Land Surveying Reviewed by: JD Hall Land Surveying ,. ~~~;,: ~~ 233 Boulder Court ~~„ ... ~ ~ Carmel, ln. 46032-5204 ~~, ~~ 317-696-3594 ~ ~, ADS O & M MANUAL 11720 College Avenue Cannel, Indiana 46060 BMP Owner Name: Contact for Billing: Yeager Properties, Inc. 23 S. 8'" Street Noblesville, IN. 46060 Yeager Properties, Inc. 317-770-7380 BMP Inspection and Maintenance: City of Carmel Fees (per BMP): , ~. The BMP owner agrees to pay all the fees required by the City of Carmel, including annual inspection fees, and /or any additional fees required. ,L Routine inspections are the responsibility of the BMP owner. Maintenance is also the responsibility of the owner. The City of Carmel must be notified of any changes in BMP ownershiq major repairs, or BMP failures in writing within 30 days. The letter should be addressed to: City of Carmel, Indiana Department of Engineering Attn: Amanda Foley One Civil Square Carmel, IN. 46032 •i In the event that the Ciry of Carmel finds a BMP in need of maintenance or repair, the City of Carmel will notify the BMP owner of the necessary maintenance of repairs and give the landowner a [imeframe for completing the maintenance of repairs. If [he maintenance or repairs are not completed within the designated time frame, the City shall perform the repairs or maintenance and bill the landowner for the actual cost of the work. ^i The Ci of Carm Ire ~ ~sei tatives have the right to enter the property to inspect the BMP. Owners Signature: C ~i Name (print): ~~~ J s ~~~C:~ Date: Witne: Name Date: Statements and Responsibilities The City of Carmel representatives have the right to enter the property and inspect the BMP at their discretion. The BMP Owner is responsible for all maintenance and maintenance costs as well as annual inspection fees. In wifiess thereof, c) (t7 I l ~ J - ~ I P ~-~ ~-1~~ hereby sets his or her hand this ~ ~ day of }~Yh-l,l'~f ~ of 2009. ~ 1 (Signature) /~ -7~~ .,.- uumNin Co l1 ~J~ ~G~(9GK-- ~.`~~~P`1M YEA /G~'~~. .~ gP....~. ~, ,, (Printed Name) ~~. Fitt° ~0~~..9 J . ~ ~ N°IbiY Public State of~b~l Q/\~L) = $e°~ County of 91Y11~ ) SS =;~ s~q~:-od.ir Zfo D,P~~\` ~~~i''F OF IPI~; <<s``~ Before me, [he'und(~ersigned, a Nolary Publicl ~in anldnfo~r,,salid Coun~ ~a~tate, personally appeared ~C.17~ J ~ U ~ QQ, ~ , of ~~~i7~tX~ V "~ County, State of~~, and Acknowledge the execution of the foregoing Document as his or her free and voluntary act. Witness my hand and Notarial Seal this day of V~_~ , 2009. ~ nom, ~ C.(~~ avr ~ - (~ ~ rn t/~ ~~ e~ Notary Pu ~c Date: Project: Inspected by: Type of Inspection: ^ Scheduled Weekly ^ Rain Event Weather at time of Inspection: CONSTRUCTION SITE INSPECTION AND MAINTENANCE LOG (To be completed by Property Owner or Agent) ~ Yes ~ No 1 N/A ~ 1. Is the site information osted at the entrance? 2. Are all necessary permits attained and special provisions being im lemented? 3. Is a construction entrance installed and functionin ro erl ? a. Are construction staging & parking areas restricted to areas designated on the tans? 5. Are ublic and rivate streets clean of sediment, debris and mud? s. Area ro riate radices installed where storm water leaves the site? 7. Are all dischar a onts outfalls free of erosion or sediment trans ort? 8. Has all silt fence been installed properly and being maintained? (entrenched -upright - /abric not torn -terminated to higher ground -properly oined at ends s. Are sediment basins & traps installed according to plan & pipe or rock s illwa s functional? to. Are other sediment control barriers in lace and functionin ro erl ? 11. Is the earthwork for erosion control practices properly graded, seeded and/or mulched? 12. Are diversion swales and/or waterbars installed to Ian & rotected? 13. Do perimeter practices have adequate capacity & do they need to be cleaned out? 1a. Is inlet protection installed properly on all functioning inlets & being maintained? 15. Is catch basin insert protection installed where required & being maintained? ~ s. Have swales and ditches been stabilized or rotected? 17. Are storm water outlets ade uatel stabilized? t8. Has temporary stabilization of disturbed ground been addressed? dormant for 15 da s? t9. Is permanent stabilization of disturbed ground progressing on all com leted areas? 20. Has hard or soft armoring been installed where natural vegetation will erode? 27. Do water pumping operations have a protected outlet and discharge clear water? 22. Are all dewaterin structures functionin ro erl ? 23. Is a designated equipment washout area established, clearly marked and bein utilized? 24. Is solid waste properly contained & a stable access provided to the stora e & icku area? 25. Are fuel tanks and other hazardous materials safel stored and rotected? 2s. Is s ill res nse ui ment on-site and Basil accessible? 27. Are tem ora soil stock files in a roved areas & ro erl rotected? If you answered "no" to any of the above questions, describe any corrective action which must be taken to remedy the problem and when the corrective actions are completed. Corrective Action Log Date Date Location Correction Needed Com leted Initials Notes Notes: I certify under penalty of law [hat this document was completed to the best of my knowledge and belief nn the date listed below per my signature. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Signature of Inspector. ADS HDPE WATER QUALITY UNI 3620WQ(A)18 TYPE D-20 MANHOLE STR 1D2 TC - 845.86 INV = INLET SIDE TYPE D-20 MANHOLE STR 102 TC s 845.86 INV SWEEP }9'' ~ 90' BEND ~ REQUIRES SERIES 35 INV = 839.15 GASKET INV ~ 837.00 RCP BYPASS PIPE TC ~ 846.80 , TREATED ADS MODEL ~' MAIND`PIPE SIEVE SIZE 5 ~1(CM FLOW RATE INLET 0 OUTLEF 0 F N L 1 ) (CFS) CE 0 ORI HANGE C 3620WgA18 38" 140 0.0108 1.5 10' 10" 7.82" 11.9' XX DENOTES A BY-PASS SIZE OF 12", 16', 18", 24", 30", 36", 62", 48', OR 60" XXe00 DENOTES UNRS W/OUT A BY-PASS. UNITS W/OUT A BY-PASS DO NDT HAVE ORIFICE HOLES ON THE OUTLET. THE OUTLET PIPE 0 WILL M4TCH THE INLET PIPE 0. • ELEVATION CHANGE FOR UNRS WRHOUT A BY-PASS IS 2' NOTES: 1. REFERENCE INSTALUTION GUIDE 2.01 FOR ADDRIONAL INFORMATION 2. ELEVATION CHANGE DENOTES THE ELEVATION DROP FROM INVERT OF 81'-PASS AT INLET TO INVERT OF BY-PASS AT OUTLET. 3. SOLID LIDS FOR 24" RISERS ARE PRONDED BY MANUFACTURE. DESCRIPTION I BY I REVOATE I CHK'D I ~~ ALL DIMENSIONS DESCRIPTION BY MM/OD/YY CHK'D ARE t 1/21NCH. HDPE ACCESS RISERS D EXTEND AS REQUIRED) ETC = 846.00 TYPE D-20 MANHOLE STR 101 Tr 845.00 EX. 18" RCP SOIL TIGHT OR WATER TIGHT COUPLER (TYP) OUTLET SIDE TYPE D-20 MANHOLE STR 101 TC 845.00 -3~ INV = 838.85 - \INV 838.95 OUTLET ORIFICE 100 INV = 639.00 INV ~ 837.00 DEPICT THE COMPONENTS AS REQUESTED. RANCOR HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS •~ 1 21 OB PROJECT, NOR HAS RANCOR INDEPENDENTLY VERIFlED THE INFORLNTION SUPPLIED. THE INSTALLATION DETALS PROVIDED HEREIN pgpJgC7 A= ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE ]pCATION DETAILS PRIOR TO CONSTRUCTON. R IS THE DESIGN ENGINEERS RESPONSIBILffY TO ENSURE THE DETAILS PROVIDED HEREIN ..". NTS MEETS OR IXCEEDS THE APPLICABLE NATION4L, STATE, OR LOCAL REOUIREMEMS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DRAWING NUMBER: '°' 1 RISER (TYP) PLAN VIEW 20' IOAE ACCRS R1tERS NATCN TDP STUB DNE](T TO TIIP CNAM)ER DNFRT 7666' 108' A 6EDDf.Nf CNANBEA Y '~T e• nD~E srAN6 Pmc _ Iz• I vc~n nrll- rn~ m T~ OF P1PE CIVAOER AMp ATTADI B zu1• srvrv(ET+ RATE rD REwcoc PuTE (sET( DnAU.] RE-UCIND PLATF V/ T1LE'f Bn)B SAV TmTN N1FE VEGT RATE tSEE 6ETA0~ 1(f3D' ' 212 0Sd' O FLLL STICX 6 PEE] ` ~ MATON pITLET STUB INVERT B ,~ VITM W[F]CE iNVEX] 00' C 12' SAV TINH MOPE VElR PLATE iN ~ DWOB'.R ~ OUTLET 00'ILE P sEAGCNT ENw>En c 24' MEA5111/E- ERON CNANBFA D) L -T- [RD's IIIV ERT RESUC1NC PurE vi ~ 6tlFifE A101 DDRET S1VB C i MIPE INVpllm VIII PLATE CSEE -CTAN NWE INVERTED VELi RATE fTR mL CNVOER YIODFL I LLYN PES ON p~ 8mB OIA. tn~ BM FIL! OK A B C D OBYOBOVOt 7 JB2DAEB1fX D0' 10' 10' 0.]0' 1JA' 20' 2t' 2L' 4 1 D7 YB' A7YOAOB1tX AY' 1Y' 1Y' 0.17 10.1' ]IY D7 Y0' AB208pA1d 10.1 JO' BB' 0A' saweoBXx AB- n• n• e.sa 18.1• aa• so• x- eoYDrova eo' le• u' 1BDS• IBS' ~a' Ae' Ns' 002080101 W 18' 10' T,1' IBA' ~0' b' 1Y XX DDOID A BY-PASS ~ W 16-. IB-. b-..W~ ]0-. {T~ AC, PR ~ XX-00 D~IDIFE UMIIB IS/OVf A B/-PM~ UIDIE tl/OUT A BY-PAffi 00 NOf iMK 02IICC NDLFE dJ iN! OVREf. TILE OVRLf RR P NOL WTC11 TNe PLLf RR A. REDUCING PLATE SAV l~iM DEfA1L B' N-L2 STAND PIPE VELDE- STIFFENER PLATE NDIES 1. Au peF]14p4 ARE NOAINIL DISPERSION BAFFLE DETAIL (TOP VIEV> 1 Au RiTllq COMJECIIpb 1RU BE VAOF usNG A srANGARG aEU/eEU aR spur fblPlFB •°"°'° REV. DESCR>Pnv( Br NNinnm aac~ ADANCm GRAGIAD[ svsrTeNS. 1NC. IBLS Pnenwm nos DRA0. awn ON BIPORMATgN PROVIDED ro AGS Tws acs ORAB1NC IS INIENDFO ro GEPICf TN NENTS AS REOURI®. ADS NAS Nm PFAPGIBIm ANT ENOWEFIEING OR GE9CN 10/26/06 SETM05 EDR 7N6 RiOJECf. NDR 145 ADS BOkPENOENILT N]aRm TI¢ wPaRwnoN SIWPIkA 1HE MSTAIlATION Dews 8T1NDA® sD-7Y ~ N6A0 TRUE]WI BI.w PROVIOFD NEAEIM ARE CENETtAL REOOMMENOATIONS AND ARE NOf SPECBIC FOfl iN03 PROJECT. 1NE DF~DN ENONEER SIBVi ~ppE 1~TSR QUVm• UN7[ NLLUARO. DNID A30E6 REVIEM TNFSE DErARS RBOR ro CONSrRUC110N. R 5 iNE OESXR( ENONEER9 RESPONSIBIIR7 ro ENSURe THE OeTNLS ~. PROYIOFD NFJiON VEETS OR EXCEEDS 7NE AR'11DIBlE IUTXINN. SPATE. Qt IDCAL REOUREI/ENIS AND m ENSURE THAT THE AM® Rww~ B1YO3 s GEEALLA PRONGED METIEM ME ACCEPTABLE POR Mrs PROIECf, ptAVDID NDIBED 57b-801 6 \ ~, \ \ ],oo ~~2, \ V ~ i ~O~ 7b ~ 82 ~\ I 64. ~7 ~~ N / A 4 h z _~~ ` o `' o W} ` o I rW E%15TING BEE ^ TC ~ e<36< INV = e]e ] w $s LT DF le cp O 0.16A (PER FIflESTONE PLA e ) ~IO Z ~ ~ , H r ~ ti O `°v ; ~ RI = ~ ~ In - ti ~I ti~ at o 3• u z xe 5 ~ ~ASge`~~z~~~~ ~ 4,q ~`di"~y 11~~~ f4; \ \ \~ M. ~ \~ ~_ 1 1 Pc, ~ Q]\^/y/ Ip lr p rc saz.7z IN VTNW = 839.30 INp SE = 839.52 2 ~~ i\00 9 ~ \ \ pbC o b. h\ r"`~ ~ Ma \ \~~ 5 \ ~J''AC.f7'.i \~ Z \~\ \ T 0 INV BGE LDVEftAGE."°°(aa=~~FS,DRFACES SITE ~ UTILITY PLAN 2n.]%VEGETATIVE LOVEW GREErvBPACE f1B195pH' PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 NORTH, ToTU IM%(WI3950.FT.) RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON ')"""I'°°"°"'°"""'°®M"°'"°~Ne COUNTY, INDIANA expmw O/wm rRVUnon Meu 6e ue reeppnemmry dNe tl.asbpm. "°""'"p"°'"v1 ps 1o°'°° PARCEL NO: 16-09-35-00-01-035.002 wmM m. wdam. pmpq. Hnpna+.r. 2)My plenre°bne,eahlLLYne cn Ctllery Awnue DOCKET NO: 08120012 ADLS nqX... Sp.,e a wup wpn~ w seRry epaw.l. 31 Np a.nn 4Xw,anB ee6Mnle. me NOTES: wIOM en epmwe4 Mv,m welm m:,p.,en~ pmmlt n r~~m.nmwnpw.le, wNe. am."nae. 1O E%ISIING GAy LINE TO BE RELaureD. ..mm me p.rem.nl. o,n m.ImrelM..d,.n p.u ©paolroseD LOCATaN OF aELOLAneD Gas uNE. wm m. ez<.pmp a wn wd wm9n m. ewMq m pmp®.4,IpmA way. O PROPQSED WATER SERVICE LINE PER CITY OF 5~ Su4wlece tlnW (530 eM1aY M °pudewell CMMEL UTILITIES STPNpMO PNO SPECIFICATON3. \CIXi NIO dp.W. JG Q TELECIXAMUNICATIONS SEMALE LINES TO BE Q COOROIN4TEp WITX RESPECTIVE VTILITY SERVICE 0' MOVIOER3. \ TG = 644.63 O pgOPo5E0 ELECTRIC SERVILE INV SW = 634.44 INV NW = 834.44 O pgOPOBED GA55ERVILE NV NE = 834.28 cIMPHIt sGUE INV $E 834.30 OT PROPOSED@ASP11ALi M11LTIU3E PATH EXTENSION D 10 1D .O QJL 8.,.\ On PROPQSED RETAINING WPll SC4E ' 1• - 20' 0 y ALC \ BO E%ISTING IRRIG4TION LONIR0. EWIPMENi iO BE iO~ \ REBET OULSIOE OF NEW ENTgpIILE. LINE TO SE LOWERED \ \ ~ BELOW OISLVRBED EARTN VPON COMPLETIIXI. 1® INTERCEPTE%ISnNG SANITARY 3EKEq LINE AT LIXATION ~. 1,\ O~ \ OFBENO. PLACE NEW M4NNOLE AT THIS LOGTION PNO xb. \ ~ \ CONNELL BUROING LATEPAL TO NEW MANHIX£. \~ \ © DEPRESSED LUg8 gE0VWEp ~~~ ®COCNRETE MRON REOUIgEO WnNIN gIGNi#-WAY C ~e3a.6/ Nf"4 b7 \ LEGEND u 4P>9 g\ \ \ ~'. o \ - -PRGPOSeD UnDEgcaopnO GAS UNE ~~\ \ t)~~I+ X C =ri-•PROPOBEO UNDERGROVNp WATEq LINE \ •RtOPOBED UNDERGROUND TELEPIgNE UNE "o \ \ \ /\~ ~uE~epgOpO5E0 VNpERGROVND ELECTRIC \ \ a] \ \ V ~ ss pROpo5EO53ArvHMY SEKER LATERp1 \ \\\\\``f (6ORJS PIFE WRN LIEANOVT3 p$SXONN( ~Tj \ \ ~ (SEE SNEET 20F 11 Fqi E%ISIING FEANRES \j: LEGEND) .. y \ TC 844.76 \ P 0A a ~ V NW- 84'"" n~ a s 30155' MP ACCESS EASEMENT ~, O O /31L-35& ae y°p` n LP = B e.esz I e _ _ > zG' o -I F \ \ ~ ~a\~ ..". ~ i I ~ ~o ~ ~ '~` ~~ ~~ AA tS..'~ 6' ~ ~ \ ._ n~ O~ - er - _ _ _ - - _ - _ _ r o ~ ~5- ~ ~~E ~»~ o~i \ ~ T O ~ 'P 4Q lP ~\ ; X \ ~L \ \ ~ \ .y 1..~ ( \ ~0 ~\7 \'Ilti m .0 m v L ,.. m \~ 11} PPpN~MENZ _ y' ~ T' 1F P I v p a/1L ~ ~ o_ o ~ 20' 20' 20' 40' 26' 40' - 26' - Im O 10' 1j ~m °o l0 avpa HL He HC G, 100'1 a 10' Ssp es Y (I~°I( , ~ry r` NI/~1 " I ~:p O Q~ 1J' 1 0/ 24'3 ~ I I erlang 31050 sqR/1 par 260p 125spaces regmred i#,((IV10:o0' $~~° + 1~ ~m~l~ H),y v1 (~~n gj 126 spaces PreWded~,' ~z6 LANOSLgPE AREA ~ ( I.f ,j ro w°N'Pw /[6 'vq+ fAA,1tI N, ~n N(4s oo sa, l~tll {Ef n,l ,.,)7 sPwnBw«( );,Jm2~t,r;_ G BUILDING SETBACK - VE m 1!I ~f -- ._,-- 2 _.. Tiv _.,,, ~E BUFFER YARD J I J. 4.J "' W W W W ALIGN 1gENLH ~ 89°43'38;'„ W (D & P) 338.52' ROTE: E%IGTING TgEE AND LANDSCAPE ARE TG 9E REMWED ANO REPLACED PER THE PROPo°EG LANp.SPALE PJN LOT i MERIDIAN 7ECF'NOLOGY CENTER STRATEGIC MARKETING AND RESEARCH ~ ~~ ~szosoom` . NOT FOR CONSTRUCTION // i it b -APPROVAL PENDING 0. ~~ tY~ . rl {& I1_~a ~9~ ] p p;~"'"Nil7, - JD FIALL LAND SURVEYING 1 12 31 DB flEnsE PER pots coMMENT 31]dp8b3W .v: 31 ]-500.1605 FIELD WONK: CIAYTOWNSHIP ]t1~>]1]181 WJAILTON COUNTY, INOUNA 10.2]0° ?Q \ ~ c \\ ; ',I~~S\ \'~iP\ ~ \ ~A1 ~~ ~~ ,~1{4 1 4 1P O, - ~ 4, 2 " ~ ~ ~ `~; E 6I , 3 , '~' 2~ Iq I I ~3 I z~- I 'I ~II3 I ~} I I~ 0 2~' p f 20' -N m 3 - 12-_ I_ I ~,~ I 7 I ~ °I I 6~ ~' - ~o I II ° I I I e SA r I I I 7+60. ~:^M Fn6n:G 1 1 '~ 40 UPLITIES JMn pN/y CI,ueY 5"uppm4 cwmN cuy wnu« ml. m E.maY ]6p ThI,E M'enue SW P.O. Bve 1JOD pm+R'INW~"^. ~ 68 Cannel IX Ofi0J2 EmoY pulM1Qannn. near N 51 NII IN 6fi061 1J00 Fm i, e - p"ona' (]1]f 6]J 90J] e391 P1, (S1J) ]Jfi 5535 n Fox (]1]) 5]1 2602 F (]1]) J]fi 555J X 10]08650 . o. F (]1J) 0 fi 11 ]5 s.qa Je•pn nBM,m, e x t ~ P tee mpY.e Ne usPS.... 6.gnlnn,.e Xet.mL. f' ~ ]0]O gpax Il:venue Rp H 1 0 9/pA.p~EN ` In4lanapol'e IN 6218 LI y i Ny Xeq onol Woele Denl[I Emnv. menwBm,,.,e.,w, en e lo]DI Nnu cal.ye A.mpe. S,ne A PXme: (]I]) 6]J-90]J e191 InEbnppol0. IN KJBO-1096 5 Jpll Foe: (}1]) b]2-5311 Empil: rwn. mm~n} • ^ ee Pbmv (]1]J BH-B2pp .allm JDH AineY Hunlw pT[ Fpe: (]1]) Ne-910] Duke Enmgy 164]5 SwtFpmM Delve AmenJO Folay, $tp,m Wvlm Atlminial~atpr Wevlflel4, IN e60]e Cpema Enylneviny Oep! Emoi: a un np1LLe- Coe CINC 5yume lel Flt PXm¢ (J9j 096-6]11 Cmmtl. IN 4fi0II Poz: (]IJ) 89°-6]11 EmpIM1: vm .maem. nn P"me: 131]) 5]I-fe0l Pvc (]t]) 5]t-fU9 Ui = 846.34 5 = 841.51 CARMEL E%ECUTNE SUITES PAgT OF TIE SE OUMTER OF SECTX)N 35, TOWNSHIP 18 NOgTX, RVJGE ] FAST IN LIpY TOWNSHIP, R4AILTON CWNIV, INDMNA OWNERA VFAGER PROPERTES, INC. SUBDIVIDER YB S. BTH STREET NOBLESVILLE, IN, 180EU NARMINE DEBCR®IHG TXE NANRE ANO PVRPOSEOF TIE PROTEST ME WRPOSE OF TITS PROJECT IS TO CREAT:ONE BUILDING LOT. THE MOPOSEp LOT IS APPRO%IMATELY 1.99 ACRE µO IS LURRENRV COVERED WITH MEDIUM GPPS$ µD WEEDS. 1XE PROP0.5ED PROTECT LONSISn OF TIE CONSTRVLTON OF A PRNATE'COMMERCIPl MF BUILDING, FOR PLANNING PURPoSES. THE BUIIOING FWTPRINT SIZE I$ PPPgO%IM4TELY 113PT SQUARE FEET. STORM pgpINAGE GIL1AAigNS ARE ING.VCEO XEREIN, LEGAL OESCRIPTpX OF TXE PROJECT SffE IONGRUOENOI RE0UI11EYEN^ $B'STb.PN. M-OPd].SY/ (YIGEGMgpy) VTM I85]1895E M1]BBBN pW5B1MA0B]I OE9CRIPipK OF REAL ESTAn' PN W Ne SoullNesl Cn,1p a1 SgAOn ]S, TmvnaM1ip 13 NNM, Rm9c ] FeMIXtly Gem'E P,Irlcgm MmSen bl NenNCn Gulny, I,gYre, pe4q a pv dte pEl REAL ESTATE SERVICES. LLC premM ee dewlEeJ,n Inmumenl No. FpBp]y185], In tle NamiXOn cpunry nmmen 015n, pellp mwe LmltlpYeM SeeNlpeE Y ybvn; BeRlnnl,lB el Te Nppmsel wmn d Lp 1 MERIDIAN TEGINOLOGY CEN1Eq SIRATEOIG MARKETING AN 0 IiESEPACM se W Maly plsl n IMAM u Ine W ImY No.3W]p13Bai. hi PW mpvel d,STbe 1&I in aM Remtwe Olfi. vb psl Esq meAM Bye ShcmMermFSeE n0er tlunp aWp tl,e wen IM dmM qFl Rea16Me sarvme LLc pnmM. Nw, oU depren pp miMn m eev,ev Eme dMmnm d 51 ].EOlwl b e PK nei nRw IWxnel mmllmlwy: yy¢ Sp,U, 8] d,M,em Ip minuln S] epNe EM a Ebleme OIB1 N Iml b e P K. nJ erA a Wrve I,Mnp e Mius oI5L4.C0 /en, U,e reElus pdrROl W,q, peen $wN 1] Cepeee d9 rrinNnpJ ..mme w.M nn„m $wv.llr wire aw oen n em aiw,m d m mMMmme MIIPmeI camx d uq nmlbery AMC Nenm eblp qe Ivq Am UierMSdM BB deplw d3 nunube Y eemnM Wesl S]B. St kn b Iln pn` nt NBpblilp, mMgiitirq 2B9 emw gaedkM. SuLjetl b W q plMetle eevemenM aM Illlimol weyN IME_ 1. HYpROLOOK UNR LOGE 0511GMIpYAlIG 1.IGEN^FIGTON OFALL RECENIN4 WATER9 WRFERTG REGIAATEp OMIN (ENCLOSED ]8'ORAINf m LOMCREEKb WHITE FIVER. ]. pRELpXSnUCTON AXO POST COMSnULTON ESTMATE OF pFAN URLXARGE IO YFgR BT SEETHE ATTAWIED CPAIIUGE LOMPVTq iMNS d. BpECIfK PpNn WHERE dTORYWATEp pMLNARGE WILL IFAVE nF Mn ALL STORMWATER RUNOFF FROM PAVEMENT WILL IEq VE TIE SITE VIA ]NE PgOPoSEp ENCLOSED SnTEN CONNECTED M STRUCTURE NO Ipl. STORMWq TEq FRdAT HE BUI(pING ItWF TCP 1NLL FLOW INTO AN INFILTMTION TRENCNaNO FLOWINTOgN EXISTING INLETS]RULNRE Ai1NE SOUIXWESi CdWER CF iNE$ITE TIE GMSSARFASPLCNG ]NE GEFIMEFER CF THE $TEW1LL SKEET FLOW q$ CURREMCOVOTONS INdCA1E. THE EMERGgNCY FLOOD gOUONCIS INDICTED ON THEGRAdNG PL4V CGTIE PUNSET SEE SNEEISCF iNI55ET. S.IDENTFILATOX OF POTEXTyL GI9LMµ0E9 TOOROUND WgiEq ARAM Wq I. HORS MAP OF ME pREWMINAM Spl9 MES' SEE SdLS LMP On sHEETBOF V. 1. pESLRITIOM OF pOTENl1AL POLLUT/JIT 9WRLES AS90LMTEG WTIN LONSTgUCild1 AC1M11E3. WTERIAL $TOMGE E%PoSEO SdIS LEAKING VEHICLES ANq/OR EQUIPMENT qNY SPILLS NOMED'MLL NEED 10 BE f;EANEp IMMEdATELY E%WSEOSOtt WILL RE TEMFORAgttYSEELEO IFNO ACTIVIry IS TAKEN PLACE. B. TEMPORAgT AXO PERMANENT STOgMWATEq pGLIry MFASUREa' SEE PLAN SXEErS ], B 610 FIXi $V/PPp d gELATEp DETAILS. S. OEXEML LOMSTRUCTOX SEQUENCE 1J INSTALL LONSTRULTpN ENTRANCE 1/ INSTALL PERIMETER BMP$ PROWOE FARTXMOVING INSigUC UON$]XgT COMPLIMEN! EROSION AND SEDIMENT CPYTRM p1AN. ]J BEGIN FARTNHORK CONSTRUCT STONE ENTRANCEANO $TAGINGgREA S iaRT EVIL dNG LONSTRVC i/ON FINISH GRgpE d SEED S WALES µ0 SLCPED ARE95 TEMPOMRY SEED ALL 015 NRBEO AREAS I) INSTALL STg4MANO $gNRARY $ENER UIRRIES SI INSTgLLINIET PROTECTION A55TORM STRUCTURES ARECCMPLEIED INSTALL INLET RTO}ECTp4 BA$IIE}$ MHIIE NO PAVEMENIIS IN FIACE INSTALL WNDY BAGS AT TIME OF PAVEMENT IN$TKIATON dl LOMFLFTEPAR.GNG LOn ANDCURBS Tf iENFdaARY SEED ALL DISTURBED AREAS BI COMPLETERURDING B) FINAL CRAOE µO IANOSGAPING PER IANp$GtPE p py IDJ CONRETE FINAL SEEPING CF REMAINING OISTIIRBED AREAS If)MgINTAIN ALL EFOSIONCONIRd qNO SENMENICdITpG PPALTCES UNTLALL dSNRBED AREAS ARE PERMµENTLy STABRRED. 19. LOLATM)M OF pppppyED 9TOLNpILF3 BMROM'9 AMOOR OISCPpAL AREAS. SEE PVW SHEET ] CF id. I1. TEMPOMRY (PEgI41NENT SURFACE 9TARLYA^OX METXODS APPROPRApE FO0. EALX SFA80X SEE PIgN SHEEP 80F 16 FOR SEEDING ANO MVLLH gppLICATION INFORMATION. 1I. ERpSIW pN0 SEDIMENT CONTROL SPECIFlGTgX3 fOp IXDNIOVAL aulLDixD mn. l1 YAnRML XANDELING 9TORpGE AMp SPRL PREVENTION PLAN. IN ORDER i0 MINIMUF 111E RELEASE OF PoTENTML ppLLUTAM$ DURING WNSnUCTON iNE CONIgACT00. SR4LL IMFIFMEMTNIS MATERIAL H4NpL1NG ANO SPILL PREVENTION PLAN. THE CONTggCTM OPERATIONS PuNNE6 To BE oN sgE.Ir SHALL BE WuBLF STORED IN T115 pE51GNATEO AgEq THIS LOL AREA THAT WILL NOTALLOW SPILLED FLUIDS' IMO SUBSUT6ACE SOILS.IN THE EVENTOFA UP BY UUIL OR SURFACES SHALL SE $ONFp UP GY µ ACLEPTPBLE MATERIAL SVLH AS OIL DRY AND TIE AB90RSENT MATERAL pl$POSEOOF IN A PROPER MANNED THE SPILL SWLLLALSp GE REPORTED IMMEOIATElYTO ME W NTgALTOR'S 9VPEPJMENDENT. p. EQUIPMENT REpNR E$PECI.VIV WHEN FLUl05 MUST BE REMOVED FROM THE EOWPMENT OR TXE PoGSISILITY OF FWID SPILLS IS NIGX. SHOULD ALWAYS SE CONE OFFSITE AT A FACRRY 1HgT I$ MORE $URPHLE T1MN A LONSTRULTILN SITE TO XANOLE SPILLS. WHEN EONPMEM MUST SE REPAIREOONSITE IT $MOIAD BE MOVED TO TIE MAINTENANCE Avp FVEVNG AREA IF PoSGIELE.OMERWISE, $VRASLE ON SITE LOMAINERG SMULp BE PUCEO UNDER TIE FOVIPMEM WRING REPMR TO GTCX PNY SPILLED FLUIDS µ0 THESE FLUIDS SXOIILD SE dSPOSED OF INA PROPER MgryNER. c AIL REUSLBLE FWID COMAINERS, $IICN AS GSOLINE CANS, SPILL BE INSPECTED fOR LEAKS EACX TIME TREY ARE USEG. IF IFAK$ A9E FOUND, TIE FLVIO SHALL BE REI.gYEp FRW THE LONTNNER IN A PROpEp MANNERµp TIE CONTAINER pISPoSEp OF IN AN ACLEPFARLE M4NNE0. EMPrv OISPp$ABLE GOMMNERS, SVLH q5 GREASE NBESANp LUBiUGTNG dL µp BRW.E FLUID LOMPINER9, µD HEIR PACKAGING, SXALL BE DISPOSED OF IN A PROPER MANNER µp SMALL NOT BE LEFT ON TIE GROUND pq IN THE OPEN W TIE CONSTNVLipN SITE, 1. THE OF UP FROM •OSEOOF NcpRFORATED IN TO THE PROJECT IMMEOIAIELY Ofl STQiE00N$NE FO0. FUTURE USE. PACKAGED IM1EpIA15 STONED ONSRE $MPLL BE INSPECTED 0.EGULARLTµD ANY LWSE PACKAGING SHALL BE REPAIRED O0. DISPOSED OF PRDpERLY c. IF THE USE Of LIME I$ USEU i0 $TARIL2E THE SOIL OF TIE SITE TNENALL CONSTRUCTION EQUIPMENT VSEp $ILll1 SE LLEylE00F AIL E%LES$ MATERIAL WRN WATER IN TIE MAINTENANCE ANO REFUELING MEAgS BNOWN VATNIN THESE xANS. d. NUTRIEMS µpFERTILIhR$$HgLLONLY 3E U5Ep TO ESTABLISX PApIB VEGETATION. Wl1EN THESE PROWCTS ARE VTIVIEp,T19: USER SHIXM1D PqY STRICT ATTEMIW TO THE PROOVCn RECOMMENDED UGGE. 3. CONCRETE WASTE WATER p P11cONCRETE WASTE WATER SHALL BE DISPOSED OF IN TIE DESIGNATED AAEA q5 SHOWN ON TXE ERASION CONIRIX RAN, TXI$ AREA I$ A S NIGH. 10 DWAETEp BOUGNNUT TYPE MULCH BERM WNILN SHALL DE WNSTRUCTION OVERA GEOTE%IILE FABRIC. TH15 PAEA SHALL BE INSPECIEOONA DNLY BpSISq$ q MINIMUM. WHEN TNI$ AREA BECOMES FULL, THE POLLVTAN35XALL DE EXGVAIEO. PULED IN µ ACCEPTABLE CAMAINER PNp 619POSE0 OF IN A %iOpER MW HER. STORM WATER POLLUTION PREVENTION PLAN PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA d. PAINT PROWCI$ 0.L EXCESS PAwTANO rHFRE REUTFp PROpuLis PARCEL NO: 16-09-35-00-01-035.002 SXNL pF DISPOSEOOF IN TXE MANNER AT WHICH 1NE MANUFACNREq suWESr. UNDER NO GRCUUSTAncfs DOCKET NO: 08120012 ADLS WILL PAINTOR THEIR 0.F WTED PRODUCTS BE dENiE00R OISPoSEp OF IN SOIL SANRARV SEWERS, STORM SEWEgS, DETEMION 90$1X3 qi BURNED. ANy WCUl10N CF THIS SHALL SE REPORTED TO THE JOS sUPERIHTENOENT. IN LHE EVEN OF SMgLL SPILLS, PLEgSE LOMACT THE CONSTRUCTION $VPERVISOR. IN LHE EVENT CF SPILLS TXAT REQUIRE REMOVPl OF 901LS OR OTHER M4TERIALS REASE CONTACT THE WNSTRULTN]N BUpFRN50R, pEVELOPE0. CWNTY SURVEYOg50FFICE 040 THE LOCH. FIRE OEPMTMEM. IH 1HE EVENT OF SPILLS TNAi NAVE POTENTIAL GRWNDWATEq OR SURFACE WATER WNTAMINATION, PLEASE CONTACT 111E LONSTRVCTION SUPERN50R. pEVELOPE!( Cp{INTy SURVEYORS OFFICE. LIXK FIRE DEPPATNENTµpIOEM. S. PLERT PRCCEOVRES FIXi SPILLS: 1. PNY PER90NNFL OSSERNNGASPILL WILL IMMEDWTELY FMLOW THIS PROCEDURE'. A.I NOTFY TXE PPPRGPRIATE EMEgGENCY PERSONNEL. 2 TIE PERSONNEL ON SRE WILL TAKE THE FOLLOWING ACTIONS: p) BPAgICApE THE pRFAKLOVANO NO VEHICLE TO ENTER TIE SPILL ZONE BI NOTFY TIE INDIANA LEPNy1MENi OF ENVIRONMEMAL Ma}JAC{MEM, OFFICE OF EMERGENCY RESPoNSE SY cFLLING TXE pPPROPRI4TE TELEP1gNE NUMBER OFFICE:SP-1S}]]d5 TOLL FREE; 0.015}>)g5 AL50 THE NATIONAL RESPONSE CEME0. qT P/Ad1698p1 LI NOTFV TXE GRMEL FIRE DEPT ryl I I p) NOTIFY THE C4RMEL PoLILE DEPT. (911) EI NOTFY WASTE RELd/ERY LOMgAROR, 1MINT:NANLE PERSONNEL OR OTHER CONTRACTUAL PERSONNEL q$NECESSARY FOR cLEIwuP FI CWRpINATEgNp MONROR CLEANUP VMIL TIE SINATION W$ BEEN $TABILREp ANO ALL SPILLS RAVE BEEN ELIMINATED, G1LQFETAIE WRX TIE IOEM-0ER ON PROCEOVRES µ0 REPORTS INVOLVED WITX THE EVEN, H) NOTFV TIE NAMILIpN COUNTY SURVEYORS OFFICE FOR $RLLS TO TXE W.q, FETG REGVIAIED pRNN RoAG DRAW 1l Ld1TpCT IXFOIIMATON FOR nE TRMNEp INgVIpWL RESPoNSRIE FO0. STpgMWpTER POLLNION PREVFNTOX FOR iNl9 PROJECTSfTE OWNERS REPgESENTATVE; MART( YFAGER 133. BTX STREET NOBLESVILLE IN.dMSp (P)]1]A09~8110 (EI ImM1®YaePIM. W Un.mn OueIIBmYana'. Me,M la Ne Nle auPollmanEenlb, Yarypr COnaRVA`n eM Iw imwbal meugsinW m,,,fdla,m, unbnv,.Jv pNIx.MN mnpal l,q,em, STORM WATER POLLUTION PREVENTION PLAN-POST CONSTRUCTION COMPONENT 1.OE9CKPTION OF POLLVTANn ANO TIEIp SOURCES A980CIAnD WRX TIE PROP09 FD LAND O9E FROPoSEO SITEWILI BEq C0.lINERCIAL OEVEIOPMENI PoTENIW POLLUTANISFROMTII$ MEOFDEVELOPMENTING. UDE, BUT MENOT LINKED TO: FLUIOSµDDEBRIS FROM DARNED VEMKIE$ d VENILVLAR TPAFFILWHICN LOVLD INLWOE: FO$$lL FUELS, OILS, GREASE, µTFREE]E, BRAKE FLGp. WINCOW WASHER FL NO, RU9BER PUSNC, dMETAL FRAGMENTS, GRIT (SEdMENO FgOA/ WF RING OF TRERGO SURFACE TRASH (LNG UpING 84CTERN AND OTNEF SIOIOGIGL AGENTS CONTAINEOINTHETMSN) FROMLIT]ERING µ00TlER MESOFIMPROPEq OISPJSAL OR S ttIRAGE ANp EIEYq lEp RELEINNG WATER TENFERq ]IMES FROM ST0.4M WASTE FVNOFF CQYTACTWITN IMPERVIOUS SURFACES ]. POBTLWSTRVCTON STOpNWpTEp OWLIIY MG$URES e. LOLARONS-SEEARACNED P(AN SHEET D OIMENSIONS~SEEARACHED ftAN SNEEI96IO FOR CON$TRULTON DETAILS. c. SING CAL LUUTCN-SEE ATTACHEDO d M WNVAL ALONG WITH OIUINAGEGUCUUTNXJS O DETAILED SPEGFIGTONS-SEE'R'AB-VE e. LONSTRUCIIPV DEIARS~SEE 9'gBOVE M4INTENPNLF OF Pll STORMWq TER PIXLURON PREVENTION NEg5URE5WILL BF INE RESPoNSIBttRYOGTHEFROJECi OWNER YEAGER MCPERTES AT TNgT ANINT TIE OWNER SHALL ASSUME A LL MAINTENANCE RESPoNSIBIf ITE$ THE LNINTENANLE GUIOEIJNES CONSIST MOSRY OF GOOD HOUSEKEEPING NFASVRES ANYGRASSEO CR VEGETATED AREgSTMTE%PERIENCE EROSION FROM /UINFALL E V ENTS $NWID RE REPAIRED AND REVEGETgTED ASSWNAS PoSSIBLE TRASY Wt L/RF/t SHWLp BE PICKED UPANp PROPERLY dSPo$ED 10 PREVENT R FROM GERING INTO THE STORM OMIIUGE SYSTEM PND WWNSiRFIiMWATERWAYS. EROSION Oi THE SWAIE$ $IpULD BEADORES$EOAS SOW A$ NBECOMES VISIRI E DY FIWNG THE EROGEO gRG'M }H SURABLE Shc AND ESTABLISHING VEGETATpNIMMEDMTEIY PREFFRABLYDYSOCDING.OR BY SEEDING qND MULCJIING ANO AK]NIryRING UNTL SVITABIEVEGETATION I$ ESTABIJSNEO. THE $WAIEOURET $HOULDALSO BE PRO TECTEDBYACEOIMTF G4IRATION (RIP~RAP SHOWN ONTHESEPIANSf TO PREVENT SOIL FROMENTERING 1HE OFFSITESTORMOMINgGE SYSTEM PAVEMENT AREq$ SNOVID AL50 RE MONITORED FOR Po(1 UTANn ANY LARGE OVANII)Y OF FUUNS SUCNAS WL ANPFREESE 9WKE FLUX, ELL. FWND ON 1HE PAVEMEM SHOULOBEREPoRTEp 101HE FACIIfryMANAGEF ANOTHE SOVRCEGETFRMINEV, IFPOSSIBIE qNp REMOVED FROM ]HE SITE FORMNNFENANCE OR RFiAIR PAVEAFENIS SIN)UID ALSO BE MONRORED Fdt SFOIMENICgAINC FROMVEGETATEO AREAS 1HgiGMIN ONTO THE PAVEMENT IF SEOIMENTIS FOUND IT SMWLp BE 5LE.1NE00FFTHE PAVEMENT µ0THE 50URCEOFTHE BWL FOVNG ANG REPMRED AS DISW55EOAROVE. ].9EOVENCE DESLRISWD 6TORY WAnR WAIJ]Y MPASURE IMPLEMENTATKN OEBCRIPTX)N OF PROpOSEp PAST CONSnVC]KN 5]OpM W pnR DUALITY M EpB V RES: THE POST cQVSTRVCTroN MFASUgES USED TO MINMIIE SEDIMEMgTON IN WATERWAYS INCLUDE SWAIE$ THE SWgLEWILL COLIECTgUNOFF FROM RIE BUIIOING. THE OESIGNOF iNE SWAlEW1LLALLOW SEDIMENT TO BE PARIMLLYINFµ ipATEp. 6.9TORMWATER OUILITY YEA9UpE9 TO BE IMPLEYFHTEp TO PROTECT AOAIMSTµVERSE IMPACTS }O STREAM. 4 STRL'CNPiL BMPpgCdTON {p SEyERAL RNNGgROEN$ gREBEING UTIfZEO GOR iNF STORMWATEq CO(IECTION SYSTEM Wl]NIN THE PARKING LOT. AN INFILTPATION }BENCH I$ USEG TO REMOVE SUSPENDED S01J05 FROMROOF RUNOFF (SEE FUNS ANp pETNL$J. NOT FOR CONSTRUCTION -APPROVAL PENDING ~r~ `'~-~ No WrzOB85e {~L f DOE-4 +gW1Al~rv. YpE ~D~~AO9(5 '~_ NG. -'.fB Lszosooan' ~... 51 R If 'N//~ /~l,L4F,~ dn11StU-Ix9T-'OB`a cs % Axon 0.}~- ai w x..n.c~~~~e, rUFrus SOILS MAP p. IMGE WASTE MATERIELS cgEATED BY CURING, SAWING, GRILLING, OR OTHER OPERATIONS SNAIL BE :m„~...ma.a.a.,,m ~...vl~ wem mow,:~~.Ia.~ ~,.a mww..w.mmmi..:l: `x ~wdr-......ea.e w.,dw.•m .. con-..gym. m...mw....m rwwMwlm.~~ .~ e..ew.~w.~... e~ ~wq.ra~uvrv~miaaMl ,a++amr.~e+bv anv. W.una.lnm x ~a m.mnw on~~mma r.emv.aF wrarwa>Ix.a-lx rrarranrsw.,ow.~w.a~b® ~av. ~,r, a.,,o.e.v loem~a.:. m miaaa apx. .rprraew.naamuw.argnwvw um wamy.iuaemoraupaavmfvlwrgVa glom umre~,m agnal. rwrae¢wnmreaev.awavq n oru~e e~.~ ~w ~m'am~ InaemavommMnaryyuvvsrl c~yva~ G Wes me «,n mwd we s Yya~mim N w^ano emN E]mV~ rt '- ~FAVINA ~0 ^ T ~// JJJA JJ r ga~0.wcMy J! mJ JJiJ . e JJJ JJJ JJ e a SIR ~w ~ .wa ~wrew.a m ~i:o°I` a~mJaJ a.pp ."ww kKmas m nJ~C a~n~ mzJ - .Km.v ~: i.ml , I mJlmD m. rt. l ,mSJ.OR pAFCmnaeumi rE¢m wµc a.,q ur. uprst upry v ~ SFFCBm PRpAee11P' Fp, aRAYµpiayFA'NeaDOCOxc ¢w w .v meal ~Ye ,.~.wro.m-w :.J.e.a rr°rr".r:ra'a"ma.~'~`m°v",.r... nair/~ww ~u m~irm ro twa¢ vano nrmm, cpaauan na r[a rnrmoarewrsa~aumbammef vam ..raarmm~'ma _u.mav~a a ~.wmnaem mm a.m rrmn aam mw e..w-.m a sm wy zuu wm my.ry ei. m ~ ae ma ellnM1memupraarvaewvu ar!o. ~ ' 1 _~ ° l ~ L = f - " i r'amw ws~mvmmavrD~sr'IVwmap~s afl i.mnwarrmvm ayp xlw paw wmrri ~ratl mro~~n~avsf Wrv am.am o. vw. w n>+ ~>wa'e: aim l.: w ~w~.mr:,~m~. "n.. ae ., rr a a.rw-r ~tl~~ b,Mvv, wl~~~rrarvma m+Rlm4ae. m h•.m w,l i ~w~.ri.e~•n0w.:.`.mmewa'remowo-~.lw..eme.. aural v ~ n ®memaevn.m ;aea0 wsu u rua'9 Nagvrn s W+mn.rara rev km~ m»un NV Vawaimw in W uvmw. a.a~ awrw. w+.w..~v..em.e.wm..ee.w pa.n ~+r.d~we<.mwlm,...+r maim. N.w.,maawn Immw~wWwvnm.vn¢wurrama. ue z: ~ ni :~wmr.:`re~"r°`~°~ we,.wwl . Wm..,w .ow meecoppwrm wm.«,.-1:-,:.NAkwrm.w.o. weewe . m. sra.~w.ew».~.. rmwm.ad..ama... =. aa.°°"m" r'"m"".pm~•a°">w,mwa.me.rsmwwpmaeN ~.mm~aanw.m mm-.y...r. ~' ~m°mwna «~'.aedel®r m'M~..w m...~m.."°m~"~.nr. m.m. Iwa.,~rer~ w~wn,n..re.w -~~ai~mP ww.aM ~.,.,wrwa-um .a w mwm p~ mwwm. w,m, m,w,~ wwem ! m„...a.a ~.,.r ~n ,wm.m . wrim a.°aram°.egaw.km'"°'"°. -. nlm raow .Dm ~. lo.~ PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-35-00-01-035.002 DOCKET NO: 08120012 ADLS ,; F _I_ ! .-. SILT FENCE CONSTRUCTION rvi5 Pumow Sn~iav ayaa mwme ~ aw h i.rwp ua vsxy tl MOn M wawa ar b aa.. arayr, v F umnoww llmu..eWaw4 •a .v..l..wm•I•r•un w laQd..aw'a~m'y'•v..mo. wlm wmrdMm. r.'or.' hakes rsavmrlvro TSw ll. b-pmnml arwMlmarw oY.abwna. rw uplass/n~vnamsa natewww r'm!M M mabnm Imwa p Mlnra am Mlre ryanl rw 1. av vyrrm rrrmv uwpe u~qa mod.n~r.vmrurmmmeiku mn...mnw. w{m~yvamsnwanrv mw e~°iww"° ••'• ••, °..w.w wrm. m ew.. wrtrdarar.rmwel. arFYM me.nWp YmmmNwulgrpr.mm pw eiwo nTwatrvwrvna M.lelavrt"eaa9awYM mNmum ~°'rrr.~rr.~i•°"a l e.....m.. amd..w m ab,-.mr..nl m'aY lvwvlbwewrwl n. 9 ~~ ~r~NUmi ~wwo ama~bNq ~.¢+° w,wa~"ar ~ a .rwwwe m.w ,.w.lwrarp ameaewepr etrv.ma.re prrrp Imlalr~l aLO Uanu l.lnm l~ennlellONMmptlM1bdM1 WpbpwM1a aMUY aamVwuanwmmnpv.avvinmwe wnuwr~aamav ~¢mrwyy„ausnMti .uewnaarye.eea wpn ~m ~m x.lnmwm, hw.,r.w~~.wwl..w ooeerm a +. we.+m.r n w..m. _ _ ow.cvweww a. Mel.m~.m¢ "wl.r0.~ .e~r..e' ~,~wlN ema"rmrraaw..~m:.rl n aoaa.. ~/ Naar eewawa.rm wrmuenms. •'.~ ~ir.rw.mr.er"w.l'a`.r.ia.e'.w:` ~ wewNa Ta4r4q w ®P weeYr IN. acn w p.w. w w. M. ww n w.em a.... sk. ww Nw reww w.n Mrm x.MMmn aim WJ w., m.re.e... copes wm... nd. d. _.,, me, vl ~.,., m.r wam. m, mm~ w'w~iww~'a,wrv~nemr~.,arv... apwmmMav mesa WlrFerwmw emMU~bm w.mawna M4vwe Weue~ ,v wapm. STORM WATER POLLUTION PREVENTION PLAN P~F~[ PumMe io mpbm eMmanl d Te enbew b e Lvnl den Ne( abavp M um d M emnn bem eydem early tlu ¢mppcton pm W. Nple: TMe mmun lend recmnmeMee Iw perN eurM1Cn ew le Implltty b mhenN IM 1Fbk anE la 1 Mw endnXnp ayebm. ^de: AbmMe euppM eYebon meY be wMW,be Iw M1oNwvaH pay a pies. erww. i PLAN NEW STABILIZED CONSTRUCTION ENTRANCE NTS P"mesa TE prwbe In9meLgm¢ b e mniln,clipn ¢na one Mnlm4a Incxlp N mue aM se]mrq,i pnb pu54c wM2ya, oim.rr.ipne vraN-zoeaal mimml,m or bu wbm d emmmd.ae mower. wM,mawr ®9reaM. Le,gm-15p IM mlmmum IbyN con m eMmrlavnYl YW I. 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Gepertmwt of Tlelnpaleom courw A9vrgele xp xlaa. rppwl, oil. OmisA m me ane arP_ MJlrntlr eianwlw'evMe avprgele IINCOi PA Np. S](eee Appenek Gll. GMVLIe h5rrc uMeNymenl (ace AcgvMli C) (ufea H a eemn4en leytt b pnrsnlinlemeuy d a9pmyR aM Na urdyhsp sy malg®I eM m prwy v'mmr ee.a.a mm19N wiles a,rmummme wdmmmma p, we¢ wim a e.umal nian waml deb IimMmnl. WlvM1nan InSpMEM. Rea"ape petl ea neeeM for e2inga ane mall mnbol. Top ew wM tlean gpgele m neeeb. Immeyably mmove mW BM w6menl lnthM mw'eelwe mM wrAC,rutla. Flusllirrp ¢eoule mly ee race R Ne wain con Ee mmeyM imo a ¢vertgnl map«mm. NOT FOR CONSTRUCTION -APPROVAL PENDING conmew.9 Dnlnw. Aw. aw.me mwm,m. EIIwSra LM Gd lmnmelmuSWln) LepsdF/ Rurofl lam a Mayes M1wuanry, ]a-Ilmr abrm ereMenmenp a ebrm emin wMWlbyT'eaelxw'. Cwleatlk 4rucWn RaipM-1z b 1B vMr, meuuM M1wn by Nabrm Min Inkl. Pm aNnM-]Nrbr rmalrtwn eps396eween Vmla. Frame Wppvl-batipb WerlpJen lnM9Myaf tlro pNqun. 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VXIi b ~;'~ +:ei° N Cmq PoA° sm ee v~ay .An rvr gtv.a w avem~ p~m versa EmvEa CONTACT INNCDq REPRESENTATIVE WITN DNESTwNS corvcEaulNC wsTAUAnoN ANo MAINIENPNCE. DANIEL MASEEV (cl Tesees ossE (P))CS525ffit0 (Pl xoseeaezes EeaiL: orussEr®NweDRCOY NOT FOR CONSTRUCTION -APPROVAL PENDING °>C~pC 1 DF to (~~% - No. `:! `- 'L520500017 '- Sr~rz /'~l'~'I/L 1S1L-f1S~9"'09 n m~- 6' END CAP STORM WATER POLLUTION PREVENTION PLAN PART OF THE S.E. 1/4, SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-35-00-01-035.002 DOCKET NO: 08120012 ADLS CROBB SECTION OF INFILTRATION TRENCH DETAIL RAIN GARDEN DETAIL i X15" II '~ I ~ y - I.. LIUIIYi- e L yRiXiy(yL. K(;F ~.~ / ~ ~, +-. ~ t ~51 P.' I I31 ft A ...:Cf -.. u ....~. ~. . l yRj f INSTALLATION GUIDE IG 2.02 Storm Water Quality Units -Inspection & Maintenance ocrober zoos Description /Basic Function The ADS Water Quality Unit harnesses the proven concepts utilized in municipal sewage treatment systems and transforms it into a compact Water Quality Unit. The unit is ideal for storm water applications including gas stations and fast food restaurants; this system gives you a highly effective BMP solution to meet EPA requirements. H.12 FCCESS RISER 1'l12 ACCE$$ RISER 1`+EpIMENT RIBER) ~ (OIL RI9Em INIET BRIG ~ I K R I K OVRET BTl19 BTIFFINER PlATE9 SEpIMENT CiWMBER ~ OIL CHPMBER ISAWTWTH) (INVER1Ep1 STrWDPIPE WEW RATE-~\ WEIR PLATE, 1a+EF1E, pISPERSION ruBEl OUiIET ORIFICE ENOPIATE ENDPUTE Risers The ADS Water Quality Unit consists of two risers. A 24" riser is centered over Sediment and Oil Chambers. These two risers provide access to the individual chambers of the Storm Water Quality Unit for maintenance and inspection. Entry into the WOU should be considered an OSHA confined space and appropriate guidelines should be followed. Maintenance Overview The purpose of maintaining a clean and obstruction free Water Quality Unit is to ensure the system performs its intended function. A build up of debris in excess of the design storage volume could reduce the efficiency of the system. A company specializing in such activities should perform inspection and maintenance of the Water Quality Unit. Inspection /Maintenance Frequency for the ADS Water Quality Unit - Inspected quarterly (4 times a year) and after major storm events. - Cleaned (pumped and pressure washed) a minimum of once a calendar year - Site or surrounding site conditions may require more inspections and maintenance 4640 TRUEMAN BLVD. HILLIARD, OH 43026 (800)8216710 www.ads-pipe.com 1 AIG202 ®ADS 2008 Inspection An inspection should be performed when the system is installed. This allows the owner to measure the invert prior to accumulation of sediment. This survey will allow the monitoring of sediment build-up without entering the system, thereby eliminating the need for confined space entry. Documentation of pre-inspection data should be captured. Procedures 1. In the By-Pass Structure inspect for blockage. Inspect the diversion structure and weir for damage and sediment buildup. Any damage should be repaired and sediment should be removed as required. 2. On the Water Quality Unit, locate the risers. The risers will be 24" in diameter. 3. Remove the lid of each riser. It is recommend that this be done one at a time so an open riser is not left exposed during inspection or maintenance of the other risers. 4. In the 24" riser over the Sediment Chamber, inspect the amount of floatable debris. Then measure the sediment buildup with a measuring device such as a Sludge Judge® Also inspect that the inlet pipe does not have any blockage. Blockage inspection is better suited after unit is vacuumed. Any confined space entry would be done through this riser and OSHA requirements must be followed. 5. In the 24" riser over the Oil Chamber, measure /inspect the oil depth. 6. Inspect structure and components for any damage. 7. Replace all riser lids. Maintenance Cleaning should be Furthermore, the system may need cleaning in the event a spill of a foreign substance enters the unit. Inspection Procedures (Measuring Sediment Depth) 1. Lower measuring device into sediment riser of unit. 2. Read measurement at ground surface. 3. Subtract the curent measurement reading from the distance between the ground surface to the invert of the SWQU (obtained when unit was first installed or is clean). 4. Compare calculated difference to the respective value in Table 1. If resulting value is equal to or greater than the respective value on the Table 1, maintenance shall be performed. The figure below illustrates the inspection procedure. Table 7 Sediment Depth at Cleanout Model Number Diameter "n Sediment De in 3620WQ 36 9 3640WQ 36 9 4220WQ 42 10 4240WQ 42 10 4820WQ 48 12 4840WQ 48 12 6020WQ 60 15 6040WQ 60 15 2 ~ 4640 TRUEMAN BLVD. HILLIARD, OH 43026 (800)821-6710 ~wm~.a0spipe.com ~µ 141 O ~~: ~ ~i klli~~~ t. fxgyyy~Q. uar! y..w.c. 13 ill ~,I'~l '~f~lll'.. uc'. ~~~~ !~ .. .' 14 6 f 1 ~ ~fl ,fit ~• ,!~ d ~ 1 L• Yp~ Cleaning Procedures 1. Insert vacuum hose into ey-Pass Structure and pump out. Inspect By-Pass Structure for any damage. 2. Insert vacuum hose into 24" riser and pump out the Sediment Chamber. Pressure wash this Chamber if needed. Inspect for any damage. Inspect the inlet pipe for any blockage. Also inspect weir plate for damage. 3. Insert vacuum hose into other 24° riser. This will pump out the Oil Chamber. Inspect for any structural damage. Pressure wash this Chamber if needed. 4. Refill water quality unit with water. 5. Replace all riser lids. The owner or operator is responsible for meeting all federal, state, and local laws and regulations during the maintenance and cleanout operations. Material Disposal Owners are responsible for complying with all federal, state, and local regulations when disposing of material collected from the storm water quality unit. Water and sediment from cleanout procedures should not be dumped into sanitary sewer. 4640 TRUEMAN BLVD. HILLIARD, OH 43026 (800)821-6710 wxw.ads-pipe.com ~ 3 ©ADS 2008 C GRASS .'.ZO LF •~ 6' SSD .'.'. ios ••~•~~••~ • •RAN GMDEN 24" OPENIN IN CURB 345_75.'.'.'.'.'.'.'.'. '~.'~.'~ CN) ..:.:.:.:.:.:.:.:.:. RAIN GARDEN DETAIL N.T.S. C CRASS SECTION A-A .±