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Home My Public Portal AboutExhibit MSD 99J - Revised Appendix 7.2.2Exhibit MSD 99J Wastewater CIRP Project List pmw LMIpN— D—np4'an Badg t Fa—lal Plolad Type PI001G11OuanpBbn TokllnerDli.n PMJM Sub ripe Ce.cWllon Number rvNN AIL nee YrKwlw WdrIAYEMeNl aertMVea, rLnnnuY,rYfALraw wYUaealbn Arnwnt Yaar DBiC BISSELL• COLDWATER• MUMRI• UMAUM SANITARY SERVICES THRDUONOUr TI@NSSELL,COLONATERNISWUMANDMERAMECWATERSHEDS,TO 11144 SYSTEM IMPROVEMENTS WATERSHED CONRILTAKI) MEET CONSENT DECREE REQUIREMENTS MO00 FY17 WaNewEr SYSTEM OERCIENCIES REQUIRING CORRECTION, Plalb..l.ld&.1a. SANITARY SEWER OVERFLOW COW NSPECTM AND PHYSICAL INSPECTION OF SEWERS PERFORM CLEANINGS CCTV, PHYSICAL INSPECTION, AND DESPOTS VOLUME ESTIMATION OF SELECTED rmi.0 mvCa 11a11.uN UV 1-1MA 11—U LAC$—aewexa la NEEDED TO IDENTIFY PROBLEMS AND QUAMTIFYNEEDED CLEANING ADD 11p0G WTI SEWERS. SERVICES MAY BE RENEWED THROUGH FY201G BASED ON PERFORMANCE. YADDAM FY17 W..NId.i REPAIRBAMPROYENENTS VaWa B.nbN DISTRICTWIDE YCXFUXN Ad NeCUtIl IA:I'Y WaYGUI WNAYW I.YGAIIWY Ur a—.-atKVIUCa MAT—hCNCYYCIr - Vtalltlh11u14'L1f btWGKa IN NeC v I V IUCN11FY nIVtl1.CNb 120DI CCTV INSPECTION OF SEWERS(2017) THROWN FY201OR B BASED ON PERFORMANCE. 1,ODDAW FY17 Wa.WAffir AND QUANTIFYNEEDED REPAIRSAMPROVEMENTS. 'VCur LIA.RL V.daB.WnAa DISTRICTWITIE CORPS OF ENGINEERS LONER RIVER DES PERES FEASIBILITY PROVIDETHEREOUIR LOCAL MATCH FOR A FEDERAL FEASIBILITY EIUDYTO DEFINEA FEDERAL ..MArlro [xwn[[Na nCYalnw A YAWN 1.r1 rvrtn FEASIBLRY STUDYTO DEFINE APEWwi ENVIRONMENTAL PROJECT IN 12B12 STUDY PROIECr FORWATERGUALRYAN0 OTHER IMPROVEMENTS INTHE LOWER RIVER DES PERES AREA. BODAOO FY17 U11.lomw THE LOYYER RIVER DES PERES AREA V.W.Surll— COMBINED SEWER OVERFLOW INBIALUI NUN VI- L4leix a--U gk—UiYh:Cb 9. N—LG al 0ouIIWAIen V ... IVIn[ Lur[Ilfllc APUN—w'-N Or VIN.INNWa—VVtXFLUVIL 11146 ' CSOVOLUME REDUCTION GREEN INFRASTRUCTURE COMBINED SEWER SYSTEM tN LNttk tlAMIANY aItlI tM I.arNWGMtxlsi {YMI1:XaHW YCIRrVNMAa XeeUeU 11IV1RINM WINA(iCMeNI aeNVIUGl, W1WXINU.AWALY61tl, Af1U ULMGW SJD40DD FY17 W %—W REQUIRED R1nnV p%iWYa M1Y WCN'I.nMIraCU MM1AXT akwtXY fV:I IYAIIrIN CernYYoUMTak COMBINEOSEWER OVERFLOW 11110 CONSULTANT) 6—ViLbe VIVeb'rwneeMWl• MOO -NIT wWVWAt SERVICES INTHE PEER CREEKWATERSHED TOMEETCONSENTOECREEREQUIREMENTS eLtuwMrNAISAI mexvlula luaurruNl lHe uu.IK1Ul'b YNUYNAM at%YI{AS MNV SEO,OM FY17 7.r11— CONSTRUCTED SSOS AYYNPIaAL tltKVIUtb AIlG KGUVINCUIV3VrrVKl lne ubl Nl..Nn PrftwI iSNYIwt SMIrARYSEWEROVERFLOW 117W pD16j CONTRACTA BE RENEVIED THROUGH FYM17 BASED ON PERFORMANCE. 7DAW FY17 Un.%.Na7 CAPITAL PROGRAM ApRUWI SarNew CISTRICTWIDE YeACNRLatRYIUea AUKtCMeXI-YXVnuiIY AYYNN%AL FertrLAIMAa RCeIreYArYRWwIatMlVea IU WYWKI lne UIa IRIVI'a YMrt+NAea aCKVaia NR. AFYI{OVAL 5tKY14:C5 qKC KCYVINGU IUtlVYfLK11NG UWlKll.la 12378 po16IODMTRACTB YtTIH1I114aeKVIL`ta lWXtkMGNI -YryVYeX1Y AN'HAAlaru BE RENEWED%ROUGH EYMI? BASED M PERFORMANCE YekFUWNAa MteUGUAYYN)VaPI aCKY1LYtl IV aUYYVN11Kt WtlINIUIYI YNYWIxM ilehVlttb MAY MAM Fy17 Ulxbrabd CAPITAL PROGRAM AMHiVuex lICNYIUCtl 1WCNGYYNa:UIWaYYWXI One ulalnluero AppnbN B.lYkw pBTRICT WIDE 12380 (MSICONTRACTO IERE14EWFDTHROUGHFYM17 BMBDON PERFORMANCE TRAM FY17 Ulxbrrid CAPITAL PROGRAM ApIY.NN S.IYIN. DISTRICTWIDE YeneNALtleNVA:ta luaxeeaeNN-rNurexel ArrNwax uNW riss NttuRuµMMIaAk ddAVF Iu aUYY f IHk—IKWI'S PNUbHMI tleKVlL MY A1'ItRlVNpL btNVIVtb NRGnWwkW lVauYwxl intlnal xa.l ll 12987 pO1$CONTRACrO BE RENEYVEDTHRdIGH FY2O7 BASED ON PERFORMANCE 74UlD FY17 UMbeMetl CAPITAL PROGRAM. Appr.ld S.Wk.. pSTRNCT WIDE eWwa UK RErLA.zxtNt NteUa MelueNllrlW ln%uulifuul lne utll a1xYLIIux IIgIMI+'WgxtiU�GICNIl11WIWINLGIS, W{NXwGS, aeWelkl VRVlneu 12ON INFRASTRUCTURE REPAIRS (WASTEWATER) p0171 CONTRACTS WILL BE ND ARDAWARDED 1,900,000 FYI7 W..J. w INFRASTRUCTURE ARE IN NEED OF REPAIR OR REPLACEMENT. WorkGidM R".V C..W(N—CapdaB Aa.M M.1.9daee R—Aal LEMIAT b0i11 ANY 4- 1 LM IMYXUVCMA I "M itIRtlttW Y--. AMEN--.nN —MAN ...l btl<—, nAMMA.,AWALLTab, MU uwlan 11145 CONSULTANT) SERVICES IN THE LETMY WATERSIED, TO MEET CONSENT DECREE REQUIREMENTS VColb/rlm.l�11A1 FC[IUr.aV 811AlMa[lann[SVwouuuNlMi aewena, Anu YtwAlkwryl+ SM000 FY17 VA.al.Maar SYSTEM DEFICIENCIES NEEDING CORRECTION PI.NM6NN9.4— SANITARYBEWEROVERFLOW LOWER S MIDDLE RDP Goo CoN!"OS SYSTEM PUMP 87g7gN6 THIS PROECTAL8OING.UDEB MANAGE11ENrSERVICEB, FELO NVEeTgATIONs COMBINED SEWER ONERFLOWBINTOTHE LOWER AND MIDDLE RIVER 111ab IMPROVEMENTS WATERSHED CONSULTANT) AND PRELIMINARYSTUDNES BIA0DD FY17 YMO.W. DESPERES POWNTUIL.LYINPACRNGWATER QUALM park-16—k- COMBINED SEWER OVERFLOW eNbxAlc ta1a11ryb KAIN.N1w+N NkI WUXA W11X KNYIV[ nA'aA11M rVA V oC M V VAValw.11 Vn WRIT FLOW NETERIWk INFLO MNF14TRATM STUDIES, AND HYDRAULIC MODEL CAMBRATNOm& ' PPE FLOWS FROM INFLOW AND INFILTRAT10H DUE TO RAIN EVENTS ARE 05 120 RADAR RAINFALL DATAp017) KUY law. —I-a Urr[It KVY VaV VVn1nVWaLV..[.r atRVICEB YIIYBE RENEWEDTHROJGH FY2018 BIUIED ON PERFORMANCE rwV[Mcn1 aenvlVeS.rulnnavY,AaALIaq, AIYY 4CaNry 13S000 FY17 WaNMYMW NEEDED To PROPERLY CALIBRATE HYDRAULIC SYSTEM MODELS. ' V.dorewkr DIGTHGTWDE MERANEC SYSTEM INPPOVEMENTS(WATERSHED SERVICES FOR MAJORWASTEWATER SYSTEM CCNTROLS,TO MIEEr CONSENT DECREE tflm CONSULTANT) REQUIREMENTS. MADAM FY17 W h—tr SYSTEM DEFICIENCIES REQUIRING CORRECTIOµ W.1 A Ib ryGWYltteV IV IT-.Io: bl—.—. Prob.I..I SMWwa SANITARY SEWER OVERFLOW CONTINUE STREAM GAUGING DATA COLLECTION PROGRAM IN CO A)NCTION WITH WATERSHEDAND Vhbgn Cn RAINFALURYROFF REWMBE OF WATERSHEDS AND UTILDEO FOR 10788 STREAM FLOW GAUGE OPERATION AND NAIEWME(USGG) STORMYATER MANNINO AND DESIGN EFFORTS. SW,OOD FY17 U.1—lad WATER GUMMY a QUALRTEVALUATION OF STREAMS. Vaadx S.lw.w pSTRICT WIDE PERFORM SAMPLING AND ANILLYBTD OFaTREAM WATER QUALITYWITHIN M�'8 SERVICE AREA FROMLVane4aWCY OF CHANGESCOLT IV.AI EUMIKAIr CHAIRS FROM ILIPLEMENTATIOI DF c8O LTCP, Sao EUNINATION, 8 12D3 STREAM FLOW WATER QUALITY SAMPLINGpaM SERVICES MAY BE RENEWED THROUGH FYMI9 BASED ON PERFORMANCE. GROM FY17 UIN11.0w ffiTORMWATER MANAGEMENT PROGRAMS Vemla Savior. DIMICTWIDI= AUAMawIRWU11UN LaWINGIItlI VF YLNAl1U WUYXeNIC I:UNtlIXUUI.YNF[G1 ur nNxlal aAN11AKY atVlllK.IienMrUlwIt11,MAW r1t1 VrwNVN rVAHrvl:ll vt 111t1 Weq[rytlt Y[.AYa /RNLI VVeI(I:IIII1NiW WMNIIAKY 12013 FERRY RD) SEWER —I.—Ii Mhl ur lWNV *-1IAKY tleWeN..--U I A Ieaaw FCC I UV...... YaNNIA1 MOOD FY17 Nf.awkr IE SEWERSIN TADAMS STUDYARFA. D..1FI S.Mo.. SAWARYIEWEROVERPLOW 120M MHBROOK W REDUCTION WHIBROOK OR AN O CHAMBERS RD) SEWER, AND REMOVE PRIVATE N SOURCES FROM UNITARY SEWERS 10"M FY.T W..WM.Yr EXCESS III CAUSING OVERCHARGED SEWERS eAUCtlaIVe INFLUWIINFILI NA1 AlN htbULKnV In IrylA4rinb rfM:NAYtl IWY Ca1NDlldxn Tuk A.IM M..MN Capadly 117TF BADEN CREEK EXTENSION PP4101)-N REDUCTION REMOVE PRIVATE III SOURCES FROM SANITARY SEWER, AND RENDS CONSTRUCTED WO BP-061. 1,25O,WO FY17 W d as Nt OVERCH:OED&WRARYzEWER& CoMtr 4on T.tlr SANITARY SEWER OVERFLOW W.0 lnrlu Owl—UAualrlb euluanU as -Kura. DERCHARGING SANITARY SEWERS, ANDACTNATING A CONSTRUCTED 11682 BALLA8 ROAD SUBTRUNKSOVTHN REDUCTION REMOVALOF PRIVATE N SOURCES FROM SANIMYSEWFR& SD,000 FY17 Wa.1.lMha no CW*aow. Pp 11 SAHMARYSEWER DERFLOW 124M BISCHOFF- EDWARDS TO MIAACONI COMBINED SEWER RELIEF —atel--U YI CONSTRUCT SEPARATE SANITARY SYSTEM AND A WET WEATHER PUMP STATION NtKAWUlA1hM Yr llle llrtluV aCWen araleM UaIMJ-I nC WRWIXIMVC WYC MCInw, IV GGOAGD FY17 Wwl..wl.T BUILDING BACKUPS WETOOVERCHMOMMAN9. Da.LT18a4= OITyano 12M.9 REDUCTIONW7)CONTRACTA aNlatu--W.--..--N.-MenAMtY wNWY uI REDUCEPUBUCIA. Ne1.AniuIA]Y OF Ine YullUU aeweN*YU l eM MIM I ne WKW IN YLAVC HIM Pa, 1111.41U %SROA00 FY17 W.al.aak INFLOW AND INFILTRAnMCAUSNGOVERCRMGEDSEWERB. ConarMlM T.* BANMARYSEWER OVERFLOW 12024 REDUCTIOHMI7)CONTRAOTB REDUCE PUBLIC S,Sspm FY1T 4YUW.1alc INFLOW AND INFILTRATION CAUSING OVERCHARGED SEWERS, C.MdAM T1W BAHITARYSEWER OVERFLOW 12@6 Waseca-uwAWAreK-auaawm•ua:nweu wtllNa RW1J"ONTAI7JCONTRACTG 'kefaVYu1A1NSR OF Ant wlNlu tltweN nva ltx ualMl INt Wxtu lxrwx nra Melnw 1W REDUCE PUBLIC WI. &.MOM FYW WaN.vdN - INFLOWMNDINRLTRATION CAUSING OVERCHARGED SEWERS Cadaidkn Tank SANRARYSIPASR OVERFLOW --- INWWAI CN •MNatlWNI-ut� na-wtlLIUM W K4t1W MIA UC I tKIUNq I LU bewtNa WAMINU I—HaWL 11. 12617 REDUCTION(MM CONTRACT F NIaaWN1-MtNWvtV wlxll:N REHABILITATE PUBLIC SEWERS USING THE CURED4"LACE METHOD. KCnAMU IAl 1Ilrl OF I—Vuu--Ww an l eM MIW fM UUN—IN—VIMI Inu.A IY 4JIMDO FYI7 WurehaeN BUILDING SACIOMB.ANDSANMARYSEWER OVERFLOWS. Cawhwb.T-k SANITARY SEWER OVERFLOW 12@S REDUCTION pGfA DOMRACTA REDVC♦: PUBLIC VI.F PV 2WO.ODD T7 W.atawlw INFLOW AND INFITRATION CAUSING OVERCHARGED SEWERS D.*n S.A— BANMARY8EWEROVERFLOW 12OMT asaCLL-(ArLVYYM1I Ch-N1aaWnl-a--WtlLaiN REDUCTioN Mis) CONTRACT B I nk wam shw-- l tM ubinb l R Yuxtu IN VN MM MCI nW IU REDUCE PUBLIC W Aa A. ATV 210fiM FY17 W.NexaOW INFLOWAND INFILTRATION CAUSINBOVERCWNGEDBEWERB. Dwgn Serrkm SANITARY SEWER OVERFLOW BIS®ELL-COLDWATER-MI88WR7-NERANEC eANRAAf' SERVICESD MERALaas ER BERYICE5THROUGHOUTTHE BOBBLES COL,OYYAIER,MIBSOURIMDMEAAMEC WATERSHEDS, TO BI SELLCCW[nlTMMISS URI SHEDS Ill" SYSTEM IMPROVEMENTS IWATERSHEO CONSULTANT) MEET CONSENT DECREE REQUIREMENTS. 34SAM FY17 WhN.na.r SYSTEM DEFCIENCIES REQUIRING CORRECTIOµ PrgdW,,GI SaW— SANTARY SEWER OVERFLOW a-b L YVIx I LY.. 1 F tl11UI x Wan LMSVN. r[U' -11 UVVUX rLWNWU la IA4MAlY1 M. KGValnta h_AI.M_K —J. REPLACEMENT REPARANDREPIACEASNEEDE IWADDBOJARE FEETOFFLOOR. 800AM FY17 W.NwNWr REPLACEMENT. DedBn Savk.. TREATMENT PLANT PROJECTS NeNUVC tAV1U1aYt al FhUM 1 XC YUbLIV btYYGX aT uUKNI NIIV I1NU I,Iw rtC l k LLNVn bn1111MT uw:K...1nnYtMl annllnm aewena raUVAUNU 11888 BLACKCIEEKSANITARVSEWER AND N REDUCTION tlmu.y[vw.e MnewuIKW IOW.--Av[ANu—.— SEWER AND BY REMOVING PRIVATE DEFECTS ' 320,OW FY17 Md.NadM CONSTRUCTED MOS.0 CMld.,o4 Fo.0 SANITARY SEWER OVERFLOW 121M AVE) REMQVRPRNATOMSOURCES FROM SANITARYSEWERS, MOOD FY17 waaWAaWr EXCESSIVE N CAUSING OVERCHANGEDSMITARYSEWERS. Call.bu"Talk SANMARYSEWEROVERFLOW 111� GALVAMY OCNCICNY SIUWItit IWWK uVxaINUUl alulAut aAtllx FUNYWWa YXUM WkIIlGIg1RUWaWIX INI)tN INUNKtltWCK. bm"Vyu WadaNatr WNa21AGFD IMHKbMtX L-W tl.IlA.M CMSHED 11qu wuLAa l3RGeAFVNUCMAIn WNtlt vAutYxu luG J GLIA41NUU11/.4Wreel WblliN[:H FIMt(:e1NUN ANU tAMIYeeI rA--11AX 1—K I,AIµiW VYlr WaFGtfM t1511fll: kuHut MAIN IS uuWuubu Anu srlW{xuW {.brlu knxp l tIASP e11YIAW00001-) pawl MalnG. Wd C.,P* /17BB CA11L101 CREEKFORCEALNN REILABILITAT[OI LINE 14000 FEET OF20MD261NCH FORCE MAIN FROM PIING STATNONATO88dNCH FORCE MAN. 2.400.000 FY17 WaMNNrWr FINNVe MAINOAGE NDc 1WREuunuVll rVRVCMWN NCWYI1T.tl LINING WETDAGE MDCONomoN CmtruoBw Taa H1N M. —M RNNNN 11 ra I LKSR thK I HUNK NLWkdt (SKMei111) YIVI6l I I:GUA-NVWNY NUUK-1%tNlA1eGABIW1111[NT'C KAVlU UUAW NUL'11a,aMl Vtb I OF MNM I U Utl-INUVI LAAMt I IN aA11I I ANY NWkF akWb%a. 8.'4N.LW FTIT WIaNaV.Nr WRLYNU LY—VV ARU UVtLB:NAW<NW MANI LA%Y S[WkM. mvluCN I NUWWIANUANUaNNl:n aI—MUNrAII:UNINHWA M4 It laxlwlmw, nrwl{Npplrn.M.I Apq.pnuRp Awed M.MOW11ul 00-* 11G17 PUBLOWREDUCTION CONSTRUCT6INOI SMITARYSEWER LIKES TORERJIGE DEFICE:NT64MCH 841GTARYSEWER LINES M4000 FY17 Wr r BUILDING BACKUP$ AND UNITARY SEWER OVERFLOW& D.agn SeNNs SMRARYBEWEROVEgFL.OW t2118 CHAPEL HILL In REDUCTION (MATTE RD AND YRNMOE DRI REMOVEPRIVATE N SOURCES FROM SMITARYSEWERS. NULL aar Ftel uF—..H1'IM IN WNYCN lu Vgluyl a 1lV.UWVgLLINa OF I— 140,OD0 FYf7 Wa1bAffir 1dIYAW 1 T FlM Wt I WIIA I MK VU-6 IN tlUNt tlCldNery la OF SEWER I — biMl NIX+ MaMWrr"mi.: —v oux Nn[—al La.A Anu CmASuebn Tuk A..atLWwp.nxoN lkpeNV 12125 COLDVATER UPSTREAM PUMP STATION (P-18D)STORAGE —IA—A VI NGNUU INW W. UUgU 1.Ux o,mu bW STORAGE. 4 41RU.I1 — IVetlinlal tlAnlllVt.—W.....NCMVVC rXNAIC YI tlC1XWttl FNWM 170.000 FY17 W ftwwuv DOMMOTN4VEPROVISKINS FOR EMERGENCY STORAGE. eAbt ItlNrWW ANUINF1-1IUN H-11NY INbUIWIM. a.lNlra Dwlal Savbw /wNF,WirlppnyrKppedy 119" BEND BLVD) SANITARY SEWERS. SW4000 FYIT Wad"Adw AND OVERCHARGED SANITARY SEWERS. Cw.k-u. T.ak SANITARY SEWER OVERFLOW 11182 (Arr1aIKVV1IVN.NNrlubMtTll aeKV--LVWCNANU MIDDLE RDPTUNNEL FACILITIES Ut1NaIRVVIIUN YNINtlC.lJ11 tlCNVIVW LUWCN NLNAAIC4 VNUVNt1AXI6IXUUIIIAV UVUWtNtN1 ANU1NbYl:U11UN btNVK:W Yu/1YNNeL WKaIhWIIW1 PROIECTSINTHE LOWER AND MIDDLE RDPAREAS uunaIKYVIIUN aAnnutxkNl MnYlNbrtVIlWNbtXYY:ta F.IIf 1'IIW eUIa NaaVVNIeU 1AMOD0 FYI7 Wa.WNofa HUCNWta Itl71141HUUU1NeV1KXi UK MI1IVKI I`N VIA TUNNEL COWMUCT1Oµ bYa1tM UCrIUCrdAW1ltWVIMn.4.A.YlNCVIrUry VNMI1114AlIUN YM PNa1M.Wml8.lvkn COMBINED SEWER OVERFLOW 11628 AND DEER OIEEKTUNNELS WTTHTHE LOWER MERAMEO TUNNEL SYSTEM AND UPPER RDPTUNNEL SYSTEµ 5,100.OW FY17 WiMb—. TUNNEL CONSTRUCTION P.Adahwl S.qb. SANITARY SEWER OVERFLOW Wastewater CIRP Project List P-JeM Lang N.M. Dnenptan N=Wr CONSTRUCTION MANAGEMENT SERVICES- PROME COHBTRUCTION YANAGEMENTAND INSPECTION SERVICES FOR TANK, TREATMENT, KND 11151 TANKRAEATNENTIR]VIP STATION PACmmm PUMPSTATION PROJECTS THROUGHOUT THE DISTRICT 12NY1 ON UR CNtt VLNMIU N HEWUIIUNSW IH KtIASW JAI t Pudwftvvk SUMU IKGCVkku-1Kilx[x i—xt[KW L,NAk—N,1UKCGK:WNIIAKY IKUNKtlGYY1KitrLtr1— UTAIH r ASt UN I IWlWatwen ftL rlrfi.ICU1. WN01-1A =I N--NUM -I VAHM 117M VI(S1LME-0G1) SANIYARYSEWER. ELMIIIATE ODNSTRUcm SMOCUTFALL BP4331 AND BP-037 CONSTRUCT 10,00D FEET OF84MM TO 24.0)CH SANITARY SEWER, AM RIMOVE PRIVATE N SOURCES 11155 DAMMERTAND BROADWAY SANITARY RELEF(SKME401) FROM SANITARY SEWER& EUMINATE CONSTRUCTED BOO OUTFALLS BP-0ISAND SPAA UVLL n YW a-NluKr nelAer(WIw IMAIL elw 1V lX1IeNLKUUI b,Nu rttl Yr lair511K11 ARr atwen lVAtALVAIe auNI:XRN 1G A 1m21 CONWAYRC)PHASEI CONSTRUCTED wo OUTPAL1.S erlmS erir%eR1Se, Braaq SP..4B, BP-W, AND UP-Ml. - MMMILI IA NUN Ur-IM—UtlLK: be WGN 111tlI eM -,— I Ht WkW Iry 14X1ti r!'C Mt1 HUN, I U 12038 DEER CREEK PUBLIC VI REDUCTION (SD77)CONTRACT A REDUCE PUBLIC IR - N UN- I ll, rue1x- ab"" aTa I tM WIW I HN, W INNL NI MLI HW. I 12037 DEER CREEK PUBLIC VI REDUCTION CM7) CONTRACT B REDUCE PUBLIC M. - ne runau aeWen bra l eM ualma l ne wKeu IN rlAUe nre Mel nW, I U 12Me DEER EOW CREEK FIMREDUCTION GKNe)CONTRACT A F1emu PUBLIC In UGEk UNGtK tlAN11ANY tlYtl1eM IMYKWexeXltllWAl elltlXeV YtXrUKdl Atl kttLlb YNUUkI1M MAkAI@MeNl au(YIUta,FulrvnNu, AkAL1dIa,AnU utalblr 11110 CONSULTANT) BERVICES)NTHE DEER CREEKWATERSHEDT0 MEET CONSENT OWAEE REQUIREMENTS. UVXaI XVI%1 a -mV 14nntLAXU NfaUL:WILU tl 1KU4:l—.1U—N—IA11UNtl ntW ANUK Atl 11731 DEER CREEK SA117TARYTUNNEL(CLAYTON RDTO RDP) PARTOFAN OVFRALLWATERSHEDPLAN FOR SANTTAAYREUEF 11731 DEERCREEKSMIrTARYTUNNEL(CLAYTONRDTORCP) - Uwbl klll.l 4p1 rtGl k 1AinUr1 blUNx aCWCna NrU r¢xuvC 11NVRIC MaWRUGa YKIAII 11735 DELCRESTSANRARY RELIEF MXMES&S) M REDUCTION SANMARYSEWERS PROVIDE EASEMENT ACOUINTION FUNDING FOR CAPITAL IMMYVEMENTAND REPLACEMENT 12513 EASENENTAOQUISTIION FOR WASTEWATER PROJECTS R017) PROGRAM WASTEWATER PROJECTS ULWbINUUI IfIAl Nktl Ur nFn.UN SCWtK IN LtmUhn I V PRLMut TJU}vW —Vr IGMY T 12101 EENOR W. TEMPORARY SANITARY STORAGE FACILITY STORAGE CONTINGENCY mwmcTTO ELIMINATE CONSTRUCTED SSOOUTFALLSP-0® rriM WIGI WLLANt aAHIIAKr ntutlr llnN.CbUWXI IU UUIbIXWI 1AW-1Vr1-NbY11u131NL:NLMXI1AKY aeWt%.tuMIWLIG...Nuu.Eu tlnU 11747 FIESTACIRCLE) CUTFALLSP-090. UUNalrtbUl YAl.,'ree 1 yr Arvr[:tl ! V.fb' wl,n a1wllAlir Ktrxr aCrrCnb rrcuM aunuelc nuvl NEAR IEADOW8IDE DRNE NORTKAM TOAf11E ROAD. EMMINATE CONSTRUCTED SSO OIrTFALLBP- low FF•18 SMUET2• MEADOMIDETO PAGE BMMARY RELIEF me rUXutN i)Yl111kT In I tXUUIlNtA:l TUN lrYXlEk ku 1 V 121m RIMER AOI CONSTRUCT 4m FEET OF 90WCH BANITh1NY SEWER. UvreS1Kw1 aLreGl ur ranw Hrt. 1ArutK I u YKuvlut MX.AI LALLVNa uh NYN I I[InAI W e l 121111 FOREST VIEW PUMP STATION QL4M IMPROVEMENTS WEATHER STORAGE AT PUMP STATION P-Bt 11141 NNGUGNIUM III Nt IL)LAWNW 811 11 ktOtl- CL4WIkUUI Uk-N INFKiMN,3N :I uke taw lNmS Iu ALLI:VUA1 k aYxI EM Y bU,W, NRUN.ENAU, wfwLlnY—.. iletlt l:nteAKILLWNeWUIILW- - - 121W (S CUM FM AND CLAYTON RO) REHABILITATE I5,BD0 FEET OF 84NCH TO 154NCH SEWER. REHABILITATE BS MANHOLES. - IM111WGMGHIaN WIii11bn1 bM1UNlG KKG 1 V IYDIIUY tlU1WIXb HAUKVF1f- 111INULUUt nI kNWYeU 11137 GASLIGHT SQUARE SEWER IMPROVEMENTS PLUMBING RETROFITS FOR 95 BUILDINGS, OR PRIVATE PIMP STATION. GENERALSERWCESIKiREEMERT CONSTRUCTION RETAIN CONSTRUCTION MANAGEMENT CONSULTANTFOR AS NEEDED SERVICES BERVICESMAYBE 11762 INUNMEMENT(WINI) RENEWED THROUGH PY2017 BASEO ON PERFORMANCE. bGNGLNLa1: 1:6 MN— I-rAlTLlI T6—K I—IM KtINN UMINN1r1KM 111N Atl NELMU Nf IUI YA—h Uht—b N—N.MAY eG 117M me) RENEWED THROUGH FY2017 BASED ON PERFORMANCE. GENERAL SERMEBAOREEMENT- BEOT'ECHNICAL(2DI7) RETAIN dEa7ECNNOAL FIRM FOR AS NEEDED SERVICES SERVICES MAY BE RENEWEDTHROUGH 125ee CONTRACT FYMIS BASED ON PERFORMANCE GENERAL SERVICES AGREEMENT- GEOIECHNKAL(2DI 7) RETAIN GEOTECMNICAL FIRM FOR AS NEEDED SERVICES, SERVICES MAY BE RENEWED THROUGH 123EG OONTRACT0 FY2MS BASED ON PERFORMANCE GENERAL SERVICES AGREEMENT- GEOTECHNICAL(2DIT) RETAIN GECTECNNICAL FIRM FOR Ab NEEDED SERVICES. SERVICES MAY BE RENEWED THROUGH 129m CONTRACT C FYJDISBASEO ON PERFORMANCE �." NtK11L sekvwta --Men l -sewek utwUX (rYMal Am utbarn I, m eUK Ab---sewrx LeenrlM a—.- wT et Keneweu I NKuu.. -- 11779 CONTRACTA BIASED ON PERFORMANCE btNGNN. tleNVK:ttl AbKGGMGNI •tlGWGf UGtlIbN ArYQ11A) NGIMNl1tWbN FWM rUN Aa xteLeYrierYen[.ealblY. aertYlUta WIT aG ntrvGWGY InnwYn rrdl7 11700 CONTRACTB BARED ON PERFORMANCE —Wkml ...v wl2tMtrv1-atwtK utalliN L,—) kklNN N—N.1 rL.lAa--w YGYYGK LY&UN-aenYluea MAY tle NenGWGU InKWUX YYLUIb 11761 CONTRACT BAKED OR PERFORMANCE I N.M sertvl�sa AUr¢GMen1--h—Tsu/wUta(�WNT U...........en. aCKvxan MRY et Kenaweu 1nlrwNx =1 11704 CONTRACT BASING ON PERFORNANCEue UYMGKN. tlenAnAztl AbxGunenl-auKrtr tlenxuea (enb7 NelNn tlunvtr rNMwNAa'nttutu NNKvtr aekvluea aeKwUYn xAr eextnemulnlrwl.n 12394 CONTRACTS FY2D17 BASED ON PERFORMANCE. ILta N.Mttxtnl-bYKvtT atNVIUtb [ann) n K.I A.1-kV-1'-0 ru11 N1 teYGUa —T tleKWUeS. tlekYnta MAY tlL lfe11— IHNWUX 12395 CONTRACTCr FY2D17 BASED ON PERFORMANCE, Vextk-NN Kvlc.tarolc 1011-WWMTtlCKNf :Gb(Ann; KtiN WmvmVrinxW MNLCMUWKVGTULKVIuta..CKv1r>CbM YMKKenewwlMk .M 1240 CONTRACT FY2M 7 BASED ON PERFORMANCE. btMGNRL tleNYIUta NaketJlGnl-tlUKYGY tltKYn:Gtl (MAID) 12" CONTRACT GENERAL SERVICES AGREEMENT- mUnvBY SERVICES p01S) ODNTRAGTE. r' ., K R , ad rttl orb NAZI rINNA.GMVN.UVNUVI 04YI,—urSMXI:II MYe IN U11LY:K I 12178 STORAOE(BIG BEND BLVDl1D WINIIBCR SPRINLNS [M61 PROVIDE 1MADOGALUCHS OFTELWORMYSTORAGE. Ve. 1-1:N—i NUN us)v111AA1 never lmnat V tom—i) Ni UUKaLnuul alumr 1-101 IN'UHMK lV —Alt KGxul U ANtAI—NINa rUkW 121TT REDUCTION PROPERTIES. ELIMINATE CONSTRUCTED 880 OUTFALL BP42B UKN1b bl eut-11 tlU,—...-11 lK.b IANKIWV I.UNtl1 NU.. KtYNKn 1 U NIIIKetlti lKIILUInu Del lAMN, IArrR LC ICltNAIAI Wn,amlUnNCNr 12495 SCREEN REPAIRS PROBLEMB,AND)NFLUE7RT PUMPING STATION smeem ISSUE& VLrnVUns'fKuxRlWNllWrr lUKurl dAnllAK. Ktutr l:uxbl KYU[e,lW FttI L.M MNNr T11VMiiNL.IIUAXIIN[Y LXUIYKMGWtN. YkWG:r IXIAULYb ICING PNAWIIINAV(SIOME-:I) REMOVALAMID REPIACEMENTOFA UNION PACIFIC RAILROADTRACKSPUR. I.INVU1b IKuknlwn11eU0rf lVk IaN'INAKY keuv UUka1KUu'[�,Nurtel Lw NirvUellun-lin]'I NArI[1NrY aemN. wewruwl;du retl Lu ewNw lu 12262 PHASE III, MMDVOOLLECTDKCCDIECTOR SEWERS 724NCH EXISTING SEWER_ GRAVOISTRUNK(MAH-CLIFFM RDP) SANITARY RELIEF SIXTH PHASE OF A MULTI -PHASE PROJECT. THIS PHASE CONSISTS OFTHE V0118TRUCTKIN OF 11,000 11765 PHASEVJ&MEM) FEET OFS-INCH TO 724NOW DIAMETER SEWER. ELIMINATE CONSTRUCIE0$80 OUTFALL BPSSB i.rfAwla ln&nKOxrl IMY bIVN1U2 rraAul T U1K Ln Wul--11-1 m1Rwl1 125m AND PARDEE RD) 8URCHMGINGAND ELMIKATETWN7 CONSTRUCTEDSSOS UNGen YRIrKAIIU IAAYanIKG W nGWUINIX UetlaUN eGKnr 12372 RDAND GREEN➢MKRC) PERFORM PRIVATE IR REA)CTNONAT 35 PROPERTIES. Bud9.l Ftlxlcbl rmw Type Prm-D..a"- Tmk De.enptlen ProN)NdSubTypeDmmpt— Ax.u.L Ym_ CONSTRUCTION OFSTORANBE TANK PUMPSTATIONS AND UNR OTHER ;B41,mD FY17 W-d—Or -FACILITIES PNNnbrxl8ervse. SANITAKVSEWEROVERFLOW N%-4NyA rYI7 mNNNBN,r GC—UIVt PI IUAUSINU UVEKCHAILGLLISMIIMY S Wt b UMxTIlJan leer A.WMx"—ACMp * 270,000 FY17 W.W-W _ DVNERCHARGEDTRUNKSEWER. D b. 8.ns.. SANITARY SEWER OVERFLOW SA00.000 FY17 WANrMW TWOSSOB AND APUMP STATION REQUIRE ELIMINATION CorMtudlm TMk SANITARY SEWER OVERFLOW SOMODD FY17 WhNMM.W BUILDING RACKLIK AND OVERCHARGED SANITARYTRUNKSEWER. Cambmmm, Pl-1(Supm-m APprapblklN) SANITARY SEWER OVERFLOW W12UM M7 vybhA br INFLOW AND INFILTRATION CAUSING OVERCHARGED SEWERS, CAA16yNNN Tint SAWTANYSEWEROVERFLOW 6.050.Om FY17 1M1YIMenMNr INFLOW AND INFILTRATION CAUSING OVERCKRGED SEWERS. Oon.blsO.n Tole MRITARY8EWEROVERFLOW 210AMFY17 Wrl.I W INFLOW AND INFILTRATION CAUSING CNVERCHAROED SEWERS. O.Wx SNNw. OMMARYSEWEROVERITDW eUILWxVYN:W" ANYWkNM'WNUW iVWILAl1T kt W mAVI IVAN mu 51MM FY77 Wmi.-W CONSTRUCTED SOW Prvb ww 8-km SANITARY SEWER OVERFLOW nr1L1 KA I KIrr M:AUW—auxuN!lrulxu Iry 1SWAN FY17 vhhd Mr EXISTING SEWERS ANDACIIVANG CONSTRUCTED Boom Emhol pl DmIg CNWJLIAm ISMS. BANITARY6EWER OVERFLOW IOnum m,ODDAW.FY17 WA.IRRO, EXISTINGEWERS AND ACMA NGc CONSTRUCTED BEDS. Cmahl M.TmM SANITARY SEWER OVERFLOW NNNVW.-UIIAWrtl—UYeKi:NAXbeu —b...aEWE1ta N:I ALAI wb 2DD 00 FY17 WnNxaNr CONSTRUCTED SM& O—bea .q PIMw II SANITARY SEWER OVERFLOW IIIfIF.Otfl INIlw U- Irlk L1Yi[ML Mrxwt.c[r 1 Nru xirixlcxxl ' PROGRAM AND CONSENT DECREE, REQUIRE PROPERTY RIGHTS 7,000,0m FV17 W.m..w ACQUISITION FOR EASEMENTS AND PURCHASES. PmpMryRg1YAcgWd1,,n SANITARY SEWER OVERFLOW 20QAM FY17 WNININ T ELIMINATION OF CONSTRUCTED 880 OUTFALL REQUIRED. DW%, SMri.. SANITARY DENIER OVERFLOW 1,1mpm M7 W.M.xMM BUILDING BACKUPS AND OVIERMARGEO SANrrARY SEWERS. Cn*LWNl Talc SANITARY SEWER OVERFLOW S M000 FY17 v"d-NUT BUILDING BACKUPS ANDOVERCHAICED SAMMARYSEWERS. C",NA xn Tb.k SANITARY SEWER OVERFLOW 40.000 FY17 W"d—b. BUILDING BACKUPS AND OVERCHARGED BMrrARY&EWERS. D-W 2-1— SANITARYSEWERDWRFLoW 40AM FY17 W.W.M. D.Mp1 S.rrk AMM M.n nrlmd C.IpMSA *Am NY11 NNMdNmer UYbKUNAILL411 MAINS, nnIWIW ILALHLUYS ANU I-LWUINU —W denim. CITYSHEO 200,Om FY17 WMNNIN— r EKCESBME W CAUSING OVERCHAAAEDSANRMYBEWERB atv.tlea uAUMxMrrRl "MI Men tlNlLLerrb D-W S.M[T. AAm1 MNNN M.MG.* 41 MAM FY17 W! rexaW BACKUPS XNI.HUW l IUEUi!hw111wl a O—Jr.W.Tm1c GTYBHED FIAT INTERNAL THRO EDISTRICT EXCEEDS THRWGHOITTHE DI871UCT EXCEEDS THE CAPACITY OF INTERNAL 250.000 FY17 W7..h.eM STAFF C—NNNi S.0--C—b..W. bep.dl.n DWTRIOTWIDE netue luaurruKl L'/iY11 Al YIRNkUIa InXWbT1UUl Ine 900,Bm PY17 W..Wmk, DISTRICTEXCEEDTHE CAPACITY OF INTERNAL STAFF 0-1 SNvbm-Dmg. CIRP FMN. USTRIcIrmDE 1 THEDISTRICT XCEEDTHE CAPACITY THROUGHOUTEXCEED THEOF INTERNAL 5SADD FY17 W..i,1.Nr STAFF [Y I —NV YIN,.—..—, RAY NCCW GSA -(G.d.dO CIRP FUIKN DISTRIOTWIDE IV aUrrvR1--rxwtUla THROUGHOUT THE DSTRICT EXCEED THE CAPACITY OF INTERNAL MUM FY17 Wah.aN' STAFF. Y bNyYVT I a GSA -(G d ch)CEP F-M CISTRICTWKNE OF INTERNAL THROUGHOUT THE DISTRICT EXCEED THE OPACITY OF INTERNAL SDAM FV17 WNNNN [ STAFF G9A-(Gm*A4h)GRPPCd. DISTRICT WIDE 11tn- UG&bN NeeAf I U b11YYUK1 l: ,AIL rKWCNa 1 nRwan W I WJXXI M7 VMh-ib. 7HEDIBTRICTEXCEED THE CAPAGM cNP IMTERNALSTAFF G—M 5enlm.-Da.bnCIRP Furd. DISTIMCTWwE Y aNY1a1K1 Ul11'II/fL YI1WEUitl InKV111ifIW1 90000 FY17 WMIev w THEDISTRICT EXCEED THE CAPACITY OF INTERNAL STAFF S—WSN--1WdVn CIRPFNW. DISTRICTWIDE -*w wka neew lusurrvKr la.R-rNweura IxxuuNXW 1 00,000 FY17 1M1.IIxr.LM THE DISTRICTEXCEED THE CAPACITY OF ODERNALSTAFF. .G.Mxy S.rvk... D..WiNCIRPREW. INSTRICTWIDE tlUNYef XGGW IULWYFUKI I:III'IUML YKWeUIn IKNWIR1WIrnC 50AM FV17 WA.Nw.LM G87RICT EXMEDTHE OPACITY OF INTERNALeuRVEY STAFF. G.-W 8NNm--a grey DI87RICTWIDE llfl IV dYYYLIxI I:N-II/41 Y11WG411i InNWUNWI [nt WAXI FY17 WnMVxW DSTRICT EXCEED THE OPM2TYOF INTERNAL SURVEY STAFF. GSA-(&Nft0c NU, W DWMIOTWDE - bumtr nttua IV sur 1 V 1AL Ycrwwlu Ir.1UuuNUuM IKt SOA06 FY17 W..MrMl.r DISTRICT EXCEED THE CAPACDYOF INTERNALBURVEYSTAFF. QSIA-(SMry)CIRPFmd. DISTRICT WIDE .—T N— I V tlUY1LNI UIIYIIN. HKW tM:1n.1.1w,AKW! I nC KDOD FY17 W..MwNW DISTRICT EXCEED THE CAPACRYOF INTERNAL euNVEYBTAFF GSA-(BureMCIRPFuri QSTRICTWIDE eY NMtIm IV aYrruKl N:ArIUV. YI(Wer:ltl ILINWUHW I InG 50,000 FY17 W..ie.xW DISTRICT EXCEED THE CAPINCrMOF INTERNAL SURVEYSTAFF. GM-(mNre1Q GRP FI.M. IMBTRIOTWIDE 420.000 FY17 WwbMNYr BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS. DmWn S.IyNma SAWAAYSMEROVERFLOW 3NAW5DDD FY17 WAMNNr EXCESSIVE M CAUSING OVEROHAAGEb BAKLdRY SEWERS, Cwxbudlm TUNk SANITARY SEWER OVERFLOW auluArvb AlAi I'MIRY.[tlMynAlIV11, Ar1YtlWIl UrIINJAII ANUtlUKGeN ' 1,000.000 FY17 WI..NR.Mr RELIABILITY LSSUAK TREATMENT PLANT PROJECTS 24AOOD FY17 W.ga , BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS. Dm1SR SNNNvI— SMNTARYSEWIROVERFLOW IXALLtU11VntlYWttNtl NGeU IUtlEwNntUleu IV IKC KtW UkIIYVIa 30DAM FY17 WI.M.-hr TRUNK OLDTRUNK SEWER NEED9T0 mABAmDoNem DeMIn Bw*w SANITARY SEWER OVERFLOW 890.Om FY17 WMHWmNr SURLIMBACKIPSANDOVERCHARGED SAmmARYSEWERS 0e.0 Sgrke. SANITARY SEWER OVERFLOW W of YNtAI nen M l'AW INU nYMI GM tlbkUfYlhblNd AKV wllal kUUI CY SAODAW FY17 vd 4 SSOAC7MATION. D.gF18Nrbw SANITARY SEWER OVERFLOW RMA ND MT W..Ye.w EXCESSIVE VI CAUSING BUILDING BACKUPS. Demo 8— SANITARY SEWER OVERFLOW Wastewater CIRP Project List Pm),N fi—b.' Lalox,y. Dmnpinn UKLLN YANKANU IAKtaXNt WalJ4:wxtWl411NI 11aabLT1 12510 FERRYRDAND GREEN PARK RD) REHABILITATE 44.000 FEET OF SJNCH TO 154NCH PUBLIC SEWER. vtolwr'IwlvewmalnNl, I Iw yr N I.arrnl nm'rlam I V akucve IwetNeNl ow,wro wAv FLOODING N A LOW ELEVATION AREA CONTAINING TWO MAJOR TRUNK SEWERS. IMPROVEMENTS HARLEM-BADEN RELIEF PHASE N(MEBERT) OMPROJEMENTS ARE PLANNEDTO BE CONSTRUCTED BY CORPS OF ENGINEERS CEO REDUCTION EFFORTS N THE 11770 FROM BASIN TO HAMILTON TRUNI) CNYOFST mk"O'LVWLN KCmCF YHwnt IV ll,enkNl)-WYIYCN IV bnIH Ialrin uul,.aall yr lslPlull lu AamYII IINnAakweK. Yu MCI ur MM:ml unnek wlUAAAurkkl 1170 STRBETTRUNK SEWER OFSEWERLNING LCM anutk N—YImatlV IN—.) - IrtunrtatweR Ii1M,MAl Peel UT aInalUKele uRCR,,puFeel[.1•UIrY LwuVU. rvVua,KUtwarute'eel 11Bm REHABILITATION OF SPOT REPAIRS. ,YdA HARYWHR wIwl tJJ lAlA1P BIAINN IHItNN ktPLAI'YYtNI Xl1KAfJt ruMr BIAIIWI HVRM NVNnIhUN-aIwIIAKY KLVt�lNN1ANUAV[IUW KLVAt HILL 122M AM CONSTRUCT TW FEETOF IBNNCH mISTANY SEWER. yl,yalXWIA rtt IOFI.YINU MNIIMYaUr&KMUYIXLWVIIM.LL AItV MIMUILU IBM HERMITAGE SANITARY RELIEFJSKME4161 SSOCUTFALLS BPL161. BP3X BP34& AND BPIM 12ALYJ XNX.LLNUtNUIMF SIAI ION Jw11a) IRPIACtMkX I NtrLAxPUNT SIAIRT1Ydn . .w nrrwK LAl Ia.Hwalulwl IUV kccw Nnc lucrvl Ir•Icu bT xwrx I�cwrm., lulu A.aYc..I NAra, INFRASTRUCTURE REPAIR5(REHABRRATION)(2017) RENEWAL OF THE SYSTEM BY CURED4114µCE PIPE INSTALLATION WILL OCCUR VW REHABILITATION 12011 CONTRACTA CONTRACTS ul wlILK.FCub KKC AU .Io-MU nl —.ftRr ...—UWbrke•Ilukb, INFRASTRUCTURE REPAIRS(REHABILITAXION) 12O17) RENEWALOFT"I SYSTEM BY CUREOiN-PACE RPE INSTAUATIONWIL OCCUR VIA REHABILITATION 12012 CONTRACTS CONTRACTS - rttYLaWa.6k. xecLtl wee LLrrIIYu:u lnRwanwlIne L,alw Iww,Ilu. 12007 INFRASTRUCTURE REPAIRS (WASTEWATER) ROM CONTRACTS WILL BE BID AND AWARDED JEFFERSON BARRACKS TINT NEL(LEMAY WWTP TO MARMWEY CONSTRUCT ITAOD FEET OF 7 FOOT DIAMETER DEEP TUNNEL, ELIMINATING THE NARTIGNEY(P40IB 11711 PS) AND JEFFERSON 13ARRAMMaM PUMP STATIONS JEFFERSON BARRACKS TUNNEL(LEMAY W WTPTOMARTMIEY 11711 PB) 111C JLNNINUS S I A I ION NIHN) A NUN I N NALRN BASIN GONE IHUG I MIlN I ION WARN IN ANkA OF NUN I H NAULN I HUNK BLWLN 11118 LwA)L CS I A I ES MA&N I ANY KLLRF K tIMIVAI L N SUUNI:CSMue,SAKIZANYSCV,C— c:UNaixwl hill retl Ur aIUKM atwLKANu KLMuvt rKIVA1 L M awnA;w rxUM aANI1AKY 11714 UIWESUBTRUNK&At(ffARYREIIEF (SICAE4LN SEWERS T[SAI LANUMANK Lt-rn:t ruieF BIAININ Ir-1111 NLYU1CtMexl ktrµl:tYNew nI 411 I MCI KenpksW Awl C rd Ia:t iAs 1wNUn I u lo1KUn atwCry. rcKrUKM rnwAl e w Ktuuul ILm AI to I= µY RD-GALUMIA N REDUCTION(CLAYTON RD AND LAY RD) PROPERTBS 1201H LEAKY PUBLIC M REDUCTION(2O16) REHABILITATE 52,10O FEET OF PUBUC SEWERS USING THE CURED -IN -PACE PIPE METHOD. -- NLXAaka I A I H)N OFIKL MIIIAI: —VCK aY&I LM UCIIHV IKL UVKtU IN HIM MLI Kwi I 12040 LEAKY PUBLIC M REDUCTION(tN7)CONTRACTA REDUCE PUBLIC VL KCIlwmelAlwn ur IKLI-I;u :—IVWITaIkMUNW IKkI KCVIrvrM1/N.><MMNIClXula. IV 12O49 LEAKY PUBLIC III REWJCT10M 91117) CONTRACT S REONCEFUBUCD, N[nnaul Al Kary UT Ine Yumtu aew[x ti7aleM ublm. I nt wlltuln Yla,Vx FIYe—Inw, I 120M LEAKY PUBUO M REDUCTION(2D17) CONTRACT C REDUCEPUBLICM M—.IAIHNN W Ine YUblu atW G[ NYa1tN UBIHU I ht W KtU1N 1'IA1:L• MYt plel H W, IV 12035 LEAKY PUMC N REDUCTION p017) CONTRACT D REDUCEPUBLIOBL KkHAWulAlluN ur lNk l'Y WAR: atWtaf NTaItM YJIXU INL I:VIltU1nIMRS MM:NLINW,IV 12OUl LEIMYPL)SUCMREWCTP=CM COM7ACTA REPUCEPUBLICM .. UI UYUNAIn: ur utul NkKrL aYnitlxn Grua aVNlluH uew<. AKUMLUrUWnwL wle 12466 LEMAYPUMP STATION& 1 AND 2 IMPROVEMENTS REPLACEMENT V:MAI bmNIAwl,----lrArawewtNlalWAerxaXtu YFJRFUfIMAa NetlxU rn N-I MArNL4MLNI atnvll.ea,IY.wAkmu,Av.ALraus,ANULl.- 11145 CONSULTANT) SERVICES IN THE LEMAN WATERSHED, TO MEET CONSENT DECREE REQUIREMENTS 11Y18 LGMAYWAU CK3MLUNKCMWALL-NUKIHKANYI—ftCKC KtMUNt rIRWAIt e)SUUKCYS ENIAA aNNI1AKY &tWtl[b LLNMr vrAl tKaKtu ruauulilKLMww.-NUKln nwurl uN 12470 CREEK REHABILITATE 49AMFEF70FPUBUO SEWERS USNGTHE WRED-014PIACE PIPE METHOD REPAIR DETERIORATED CONCRETE DECKS IN ALL OUTSIDE PROCESS AREASAND FINIAL SETTLING 12CS LEVAY WWTF CONCRETE PRESERVATION TANKEFFWENT CHANNEL, AND SEALCANNEL SURFACE LMNUYUtlUaIUNAUt IVNNLLNUNM fmIMVVI1aVLWA1IVH VUNUI MUI 4VIRtku NA1 RUN mm" IV utumK Y 0 I U I Kt NlAN 1 XLKX YVNIIVn Ur I Kt 11850 SEWERS DEEPSTORAGE TUNNELSYSTEM a IUNwUt IU.—L auUln IAervt IBleury VvAr I V lim ROP PARK OOMTRUCT SOUTHERN PORTION OF DEEPSTORAGETUNNEL SYSTEM FOR 711B LEMAYWATERSHED WnuY Va V aIUIYUVe I YnrVLL 3W V IN UKNe (brtu4wvAY 1. 11820 ROP PARK LARK—UaIUlWIit I URML WU1N UIHVC A.L MIM-14 4ANNb IHUUI I.Y)HbU IRUN —M L U UWVLN rLUWa I U I Kt I-U I KLKN FUKI WN Ix IXt 11858 SEWERS DEEPSTORAGE TUNNELSYSTEM. lisle LMRDPTUNNEL DIEWATERING PUMP STATION CONSTRUCT PUMP STATION TO PUMP STORED COMBINED SEWERAGE TO LEMAYTRFATYKNT PLANT. uJNYLLL aIr¢ee •ulMaury IV LAwUnIUUe WAIantUaeAVen 12478 IMPROVEMENT REPLACE 7 G FEET OF Z74NON COMBINED SEWER WITH 424NGH COMBINED SEWER. AI,Aw tee I ur,au slunwc I UnKC4 V.uNauuuwlAUK akwNlro, wrvu utwwl ewnu LOWER& MIDDLE ROP CSO CONTROLS OMEN PIP STATION& TIME PROJECT ALSO IHOAJCES MANAGEYINTSERVICES, FIELD INVESTIGATIONS 11108 IMPROVEMENTS (WATERSHED CONSULTANT) AND PREUABNAAY STUDIES. _wveMenra- Irly IN. 11748 BAIIYGARTNERTO FENTON W1 TUNNEL BAUMDARTNERTTUNNIL, FORTREATMEM ATTIRE LOWERMEIUMECWWTP —UANU UYUNANt Wa11HV Ll1WLK MGUAIAtU WWIr I UAIXRM ,t rULUKtrLUNa rwu 12255 LOWER MEWANECVWNTFFXPANBIONPNASE II FUTURE NUTRIENT REMOVAL PERMIT REQUIREMENTS. LUmkN IVC" VwW II-nvu.uunl I—, mu nuAmalT waM'Nuvewenla l u l RL nvAuala I."KaIyYHwrtsrN:femur, KewLS NuwA1*, 12490 CONTROLBPROVEEENTS AND MODIFY UGHTING CONTROL SYSTEMS. Ie yr ,tanUn Im uI awnuuG rxuM bAvlllwlY sewtns w1u uVllslKwl ,,lw MCI 1105A MACKENZIE VI REO ULTICII TOIBNNCHSEWER 12335 MACIENQIENREWCT:ON(tMPPEWAAND MACKENZIE HILLS) PERFORM PUBUCMND PRIVATE III REDUCTION. AWCKARME YIHCWUI RUN p1CnuKXCUI W N UCMer[kl, 12336 WENNER PARK KEISIICK SEMINARY, AND NERINX HALL) PERFORM PRIVATE M REDUCNLNL vn InLOVhnLYI wry CEMETERY. WEHNER PANIC FENRICK SEMINARY, AND NERINK 12511 HALL) REHABILITATE PUBLICSEWER& mwnbuNkkKwu ar m, a we LLwILL alulwae Fwuu I, iiam (CHAIN OF ROCKS DR TO CHURCH DR) CONSTRUCT COMBINED SEWAGE STORAGE TUNNEL, ASSOCIATED PUMP STATION, AND SEWERS. Budud Fh—WI Pr J%dTyp. Pr,pl,m OmCNptNO 7mk O.Aalptlon AMOUIN Ymr Spat ISS,=pev VAd-.W E7CCESSIYE M CAWINfi BUILDING BAGKIP6 D„ISn S,rVW, 3,8W,0W PM7 670AM F/17 4C,W0 Fri7 GS,WO_FY17 Vh bN,Mr 2 0ADD FY17 WM>aVMbr bUJJIw rr1Y rvmmN.l,r 2 mDA00 FY17 WUImybT 2ADDAW FY17 W„b"Aw 5,50DBW FY17 WAAtel b. IMAM FY77 VWYexew &165,000 Fri? 0 JAW rYl( w W+YA( 1=000-FY17 20DAM FY17 2,BIK,OOD FY17 4,12MDO FYT7 S.POC,WC PK7 4,470,000FY17 4,?Z%WD FYIT 460W FY17 36MOAM FYI? 1,315,000 FY17 SBwxw rY17 A60DAM FY17 1,2MXW FY77 27OA00 FY17 ADODA00 FY77 G.22O.00D FY17 645,000. FY17 2A16Aoo FY77 10DAW FY17 77OXOD FY17 GAWPDD FY17 3AWAW FY17 'AO6.ODO FY17 2AGDAW FW7 270,W0 FY17 78PWOFY17 110,000 FY17 21B15,000'FYI7 WA,heubr w,lrewmr wmbwmr Wfmlernbr w.M.ixam.r WMNwNIer WAWeeebr W,Ab,vbr WMYntebr WmhWvbr WmbwAAr L1hYYwter LV4Ab4',br WetnntY wryeMur WmbwVm Wam MAr W,y,n4ar V/ANS.mbr W,ANArrRIr Pmbot Sub Typa Dmenpkon SANITARY SEWER OVERFLOW STREET FLOORING AND BASEMENT BACKUPS DUE TOOJEROHARGED COY&NEDSEWEM. GINW—daq PnYb I(&pPIenN41)IypmPUUyl) CRYSHED CUIUARU GMKIUIW AMU I-L11UUIlIIi wt I V wtHUKNIIULUI.VyMrvcu SEWERS D,Ag18,nkm CTTYSHED AWI WAU IaALrt,IrY 11NUrLWUllai UUt 1 V wLXYXAIIUtU VIIIMMX W SEWERS Dw rI$olvlPm CITYSHED -- a I Al pan r-nM Nttm l V Ut xtYLA[tU DOnMwalm— Aeal AhryeIRMIN R,I1W BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS, PA,YO 4.4— ASAYMMIq.-MCAp.* Dm%n SmWrs 20MARYSVNER OVERFLOW plier s..IIINN was nttvu lO Ih KLPLA4tla. Lbmeuwm I— pmyy,pp,IpApl RyrA,l enl'RuatwtrtUIV.rblm.flm BI DIAI:7ER) ARECAU6IKG PIPE COLAPSEB, BLOCJSOMAINS, AND BUILDING BACKUPS. 0-1ruct-TMk AA,eI MmaSAmml RnleNi cRlvhwl tu,wn V Iav,rx,cYaewcn unra (e.,A1,Il Iv.lwnUn m DIAMETER) ARE CAUSING PIPE COLLAPSES BLOCKED GAINS. AM SUEDINOBACKUPS Caghkdk Tmk AAA,t MYisgsun t1b.-nI LAW — AN. UkICKIUXw1 kV IN—b. MAN.—..—C-UX VI M- INFRASTRUCTURE INN O'REPAIR OR REPLACEMENT. WOIk Or6N Rpek COAT% M"" AImLMAIVI I LR—W —INV u,A�Y.=ral eMla Unuei[aMCV I,AT Wnrttrvl CONDITION& PORTIONS OF THE SYSTEM ARE VULNERABLE To DAMAGE IN HIGH RIVER CONDITIONS ErUM„ms DUIYp Carmb Kul Senk,e A„MMar 9—t CAParp e 1Inu tw LIIUIVaNalcnIaIJXucIaOltcusunWK.— CONDITION& PORTIONS OF THE SYSTEM ARE VULNERABLE TO DAMAGE IN HIGH RIVER CONDITIONS CalabuchonTmk Amy M—W-d C,P dy wtKR.mAxutu MANE. mIKUNU mexu ,ANu kI.Vu mti. Ln,ypl.— CTTYSHED LMWW11RUM" AND UVtHUXAMW NN. I MY UiCV,-U UmmImAR INK SANITARY SEWER OVERFLOW BUILDING BACKUPS AND OVERCHARGED SANTTARYsEWERB. C—bleSon TAAG A,W M,myenyd CApmp unllmleeyl I,m A.M MMI.P-1 Cp.* E%CESSVE M CAUBYIOOVERCNARGED SANITARYSEWERe D,gll Senbm AAAa M—piueld Op.* —uwNY 1>:I tXIUNAItyakYVkXa LyW Nlrvu GRU:SaIVt Is. BACKUPS, AND SANITARY SEWER OVERFLOW$ covAutIm. PIIma I(suPPlAm,nbl AppopifiwQ &AMITARYSEWERCVERM-DW INFLOW AND INFILTRATION CAUSING OVERCHARGED SEWERS O,IIWudlon TmK SANITARYSEWEROVERFLOW INFLOW AND INFILTRATION CAUSING OVERCHARGED SEWER& Cenlakut TANS SANITARYBEWSRCVERFLOW INFLOW AN INFLTRATWN CAUSING OVERCHARGED SEWERS CanM1.0an TNk SANITARY SEWER OVERFLOW INFLOW AND INFILTRATION CAUSING OVERCHARGED SEINER& OMImIImon T,yr SANITARY SEWER OVERFLOW INFLOW AND INFILTRATION CwUSING OVERCHARGED SEWERS, D,AYn G— SANITARYSEWEROVERFLOW AGING AND FAILING SYSTEMS IN NEED OF REPLACEMENT- CarekUdAN M— I(Suppl NN ADFWdW-) AmAISsimp-Ie Relnuel SYSTEM DEFIGENCES NEEDING CORRECTION. vmb ml S-bm SANITARY SEWEftoWRFLOW Wd.0NU UAUKLI DANUU KUHAku a IAKT akvVkxB. LUAgglKppl lmk SANITAKY SEWER OVERFLOW IwNLInkIV aAUwF1c Anu wtnuwnL„awkIIANT neweKn wI rvwI wu MMYRUMEDSMSACRO&BTNIESERMCEAREA ConbuNbn Tmk SANITARY SEWER OVERFLOW V Vr DETERIORATION, WITHALWE GROWTH IN ROwTHINEFFLUENT CHAANN ELAN ADDITIONAL CONCERN CgNSUMbI1T.1[ TREATMENT R.ANTPROJECTS .14-1IVN Ur -U FWVva mI V Ine RIVtn Ktl Y[Rea Ia rteuulNeu YT CONSENT DECREE. Dmlln Sw4km COMBINED SEWER OVERFLCIA IMPLEMENTATION OF CONSENT DECREE REQUIREMENTS NEEDED. L, Pumt „ COMBINED SEWER OVERFLOW IMPLEMENTATION OF CONSENT DECREE REQUIREMENTS NEEDED Dexprl$— COBBINEDSEINER OVERFLOW MI. —I IVn ur laU,wwa IRIV Ine mVCR ueu Yertea la KewlNoa ai COMISENT DECREE. DWW Servkm COMBINEDSEWER OVERFLOW IMPLEMENTATION NEEDED OF CONSENT DECREE COMPONENTS. D,NP18,rvlm, COMBINED SEWER OVERFLaM BUILDING BACKUPS DIE TO OVERCHARGED MAN& DoxBIl Sempm CITY31KED COMBINED SEWER OVERFLOWS INTO THE LOWER ANb MIDDLE RIVER DES PERMS POTENTIALLY IMPACTING WATER OUALLITY PIYbAMabU SAMm, COMBINED SEWER OVERFLOW I CKIy--IT—U IIC4NYM la YANl 41f IXt REGIONAL LOVER MERAMEC FACILITY PLAN. Dmbn S,I;01— Ama81-00mRM00,dy neMwu YCAmI RewINLMVIIC Anu AUUIIUNaL rLUwn wl THE LOWER MERAME-CWwTF. Pn147eNIn S—k- TREATMENT PLANT PROJECTS INEFFICIENT KVACSYSTEMS AND E)WESNVE HUMIDITY IN SOME AREAS. D.WNS-*— TREATMENT PLANT PROJECTS Ns1L1 Kw IIun Nkar41INV N WILNNV NA -- ANDOVERCRAROEDSANITARY SEWERS. C.I b. .7ta SANITARY SEWER OVERFLOW W=ssIVE In CAUSING OVERCHARGED&)VIITARYSEwER& DmsnS rV— A„y MAO4IMnint rlp.* EKCESSIVE VI CAUSING OVERCHARGED BAHMARYSEWER& OmSRSKno„ SANITARY SEWER OVERFLOW Yh,bwabr EXCESSIVENGAINING OVERCHARGED &ANITARY&EwER& D.%.S rvr A SANITARY SEWER OVERFLOW W--W%mbr CONTROL OF COMBINEDSEWER OVERFLOW& Cr„bUI1I PmmI(&IpplylmblAppmplbeen) COMBINED SEWER OVERFLOW Wastewater CIRP Project List P Jbe Lax9 N— Daenp4an Budget FIIunLtel Pmfeel Type Number RrYu M Year _ Deee 11656 'iCHABI OFROtl(B OR TO CHURCH DR) aI VYUUe rnuull 485,000 FY17 Wimstt, 118m MARTNiRBY PUBLIC M REDUCTION REHABILITATE 27,O00 FEET OF PUBLIC SEWERSWITH OURED4"LACE PIPE YETHOD. 5,425AW;FY17 Wrle%aler 11662 MCNULTY•PALLARDYLIREDUCTION REHABILITATION DFSRWERSTOREMDWE EX#SSWE INFLOWANDMFILTRATION 1OOAOG�FY17 VbAl d. uu11a I KUU1 1ariw rt l VI, —un l V lw4NAA1'tl1 UltM btlM[M wNUaalAl reel Ur —Nun IV ltr 12381 MIDLAND- OLIVE &EWER SEPARATION INCH COLETED SEWER XTMWD FY17 Weetee L. NANbfasIWITLWuWRU.Vn—.Y.LAIIU_ 124M REHABILITATION REHABILITATE FLOODWALL PUMP STATIONS, DATES, AND STRUCTURES S,OW,GW.FY17 Weelrrebr KBY 6 YLNRXrLLvtM l"Aal[K r KA1 UVKIRI:I IXt YKMN1Y lANIIFItX tlUILAXW An I, 125C2 MBSOURI RIVER WWTF POWER FEEDER REPLACEMENT' PUMP STATIONTOTHE MOTOR CONTROL CENTER 7W000 FY17 WMIIeYMIr RluI— Al uue MT'-UNIae l U—.—U-. UIIIVrnw 12 SEWBRRFUEF REPLACE 1,100 FEET OF354RCH TO 414MCH CCABNNBD SEWERY4RN544NCHCOMBINE08EWER. 1,204000 F117 Weebrbr NEW ENGLANDTOWN QUARRY PUMP STATION IP,"(SKIME• CONSTRUCT UN FEET OF84NOHTO IBWCT SANITARY SEWER AND ELIMINATE TWO PUMP 10718 6441 MPROVEMENTS STATIDBS(P-=ANp P-=. 9.100,000 FY17 1WwteM W NL,M..-Ehtkl%NLtRYlxtw4NUn [r[NRMU--- .—M.A.. IS alMmlataNIYNbWIAIto atWIJAb.rtNruWNrNNAIt w WI:WUIIUn RI aV 12361 COEURINLLRD, PROPERTIES MOOD FY17 WLAb A. VxIN'FLXetH1 AnU 11kwfli11ab1 kewI:I1UM [aUMM11 Ave MEMRIHUTAIe WeeYlell.�ea AMU AseuUTA1[u aewuea. PenrureMrlulrnle ul Rewu IIUNA IM 12312 ANDAWRSHAll Al1ET PROPERTIES. 2WAM FY17 YVmbrrlu ALINIli wetlaleN W,N1A1KUn1Aa,3WIX IINGNIWUUL VI NtHlItlllAlAlt dSN4U1Xl1LttlIWUAlirillyAAltU tltWFJISf YtKYUIIMYNNA1t 41 KtwUIIUNAI Ib 12NS REDUCTION{SBRENTWOODBLVDANDMANCHESTER) PROPERTIES 4SO,000 PM7 WII9.0T FAMutt•blAb'AIXUXN • XVLLY yl NtUUIII-[. I.—w K-- "IVAItnaVYXla:a r1RW111AK11AXl atYTbMN. tLIMIt1Alt 44VNYIXUI%ItuaauWlrALMtlI'- Ilm1 ANDSROCKHµ RO) 631. 1ATD,W0 FW7 VWabeelM u—NutIu neuwerWVAlewFwW MU mr&IMAIIukmwML'eb OF I—imIV Int 11677 PRIVATEBIFLOWARDINFILTRATION REDUCTION PROGRAM SANITARY SYSTEM WUM FY17 WeebimtN UUNbINUUI Ntwtfll WlNUt,WJAItM LIKt MUNTUMNIa,AKU LeIawllC rmwmrNCr•ArWI1Un 11084 PftwPECTHSL LANDMLLVERT'ICALtVANMON FOR VERTICAL EXPANSION OF EXISTING LANDFILL 4,%"M FY17 WWAYIdae CONSTRUCT 12,OM FEET OF 20PoOT DIMIETERTURNEL, DEWATERING PUMP STATION, AND 124N RDPTRIBUTARIEHR]EERCREEIQOBOTUNNEL CONSOLIDATION RING, TO PROITEA STORAGE VOLUME OF 2B MILLION GALLON6. 5,900=FY17 Welbimtw Ke...Alt lU,L6W het I LW 64NUK I V 104NUM BCWYx. etILW1tl1 rKWAI t Yl Nwwl lUx AI lye 121M ROBYN M REWGTION(S WOBEROH BLVOAKb ROBYN RD) PROPERTIES 170AOO FYI? Weabrnler 11UFM klXKMILL SAXIIAMY KtLIt PRAIX4nW KtMWtPNNAIt M-tlUUKLtS r%UM LWIrIAK1 StYYFJitl. I-JJuFYI! WeVteemer -- - - L.VMa1-14O)rttl lA'L—"MIIAIYY•twtKI-UHUIIMAVt AJ1UllYhttIUYWINUHIU- 11916 ROLENSANDTELEGRAPH SANITARY STORAGE 04CH SANITARY SEWER, ELIMINATE CONSTRUCTED88O OUTFALLS SP-222 AND BP-M& 710AWW FYI7 WIM011tTr Umt.t4vntLl umvewnr uKlw/bAWu vwNrsarwib. WNalnuUr iYr reel Vr lulrArtl mwllwrl SEWER AND Z000 FEETOF 124NCI TOISBICH INCH STORM SEYYER AND PUSUCAND PRIVATE In Iw48 ROSEMARY, AMMO, S KATHMEN SEWER SEPARATION REDUCTION. MdDW MT W eabvrebr VAPHNW IIJN I:NttA Yl KtuuU1 FA1(W WAVUIB NV Ann 119g0 SAPPINGTON RD) REMOVE PRWATB IA SOURCES FROM SANITARY &EWERS. 210DW FY17 We4t—bK u SNSImVVI a,rw rttl llr lt• IVE4 —U MaeweMARU McMu erwvBre aVUMLta ur 11O99 8ENECA PRIVATE M REDUCTION INFLOW AND INFILTRATION FROM III PROPERTIES 1.TW,W0 FY17 VA b.1Mbr bw1hI w1 a bA1n~ ntutr(I-Iiu lU Uhh UllttK . __. DR) CONSTRUCT II,OW FEET OF I24NCH TO2YaJCH SANITARY SEWR E 1AW,DW PY11 Ww[eMebr 11667 STERLING PLACE SEPARATE SEWER IA REMOVAL REMOVE PRIVATE IA SOURCES FROM SANITARY SEWERS. 1A2GQW FY17 Wa4WNter MC1My4e rNVAI t Nauu—I-Mum—mte aew[Ma NLuuwMIxWI4W reel ur l— ' 12222 SUBURBAN M REDLCIION (NARRIMM DR NO bUBURBAN AYE) STORM SEWER. &DJ= FY17 WaeteeMmr - bueuKeAlk W a1T1: W KeIJUU1 Am HlvmXlaun OK ANU 12473 SUBURBAN AVER RJUMAJO-WATE PUBLIC SEWERS US)NGTHE CURED4N-PLACE METHOD. $IMAM FYIT WmbMffir KLMMU141 t4;{+.0 httl-1lr W X1:X IV 1SiN4410twtN MMW NM FRIVA1t ul K W W 1— Al It .. SUGAR CtEEKI4 REDUCTION(WAOAMS AVEARDCOUCH AVE) PROPERTIES 370J=FY17 WaHMW14r 11143 TILUE BADEN HEWI YSEWER IMPROVEMENTS CONSTRUCT DETENTION BASIN AHDR)RGREEN INFRASTRUCTURE SOLUTIONS TOALLEVATE ISSUE& SOD.WO FYI? WeeNwwbr I uwl6 a'Uu I n IOU BNuMa I VN YI I4<w U.— IJUAdM ICU ArhI 12ZS TOWNE CENTRE DR) PERFORMPRIVATE 4I REDUCTIONAT IS PROPERTIES. MD00 FYIT WI bNMler I MANICWn%IUILI 41 NtWU11l1N IUAMIILVX AVtAXU IxMIrt 12237 AVE) REMOVE PRIVATE N SOURCES FROM SANITARY SEWERS. 50.0D0FY17 1AmdYmJer -MVeHmIY yI Y ul XtwU1Am- r4wl LKAKLte mua ANu bet- Ilm NOR) REMOVE PRIVATE M SOURCES FROM BANMARY SEWERS. 1,11)O,1300 FYI? W bin6r Mae UNIw:— C[IT M:Wr.11VN-tANI iIIIwb MU Uk4AO Mt ma RCIeS FNUM bANNAMT aeLIILHa: eAA0ur I-v" WmWear 11VBS VMIW:XWIY CIT 41 XiLRA11NN•tA61 IUlf-1Y) kcWVAIL NIbMUYk rNWAln ulawHurx hKVM XANI1MWT iltWtlib 1Vu,W1"if YYMNN;Rmr u111 VeKWI T w11 M Mewul4Jn- tUml lwuul. wuaN, awe 11871 03) - REMOVAL OF PRIVATE MSOURCES FROM SANITARYSEWERS 1,100,D00 FY17 vkteNabr UNIVeMW I w 41 Y 111bL11: vI neWU1 WN- eAYI SUN4MANU UM- Ia 0B) REHABILTFATE70AM FEET OF PUBLIC SEWERS USING THE CUREo-INFLALE PIPE mErH= %4W,O00 FYI? 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ELIMINATE CONSTRUCTED SSO OUTFAIL BP4Mi 1WXO FY17 Wm1rN 1178E UPPER MALINE TRUNKSANITARYRELIEF PHASE IVSECTION B 5=0100 FY17 WM4talwNr CONBRNCY g,OW FEET OF24FO0T OMMETER TUNNEL, DEWATERING PUMP BTATNON, AND 12440 UPPER ROP UNIVERSITY CIM C4O STORAGE TUNNEL CONSOLIDATION PIPING, TO PROIOE A STORAGE VOLUME OF SO MILLION GALLONS SOQWO FVI7 W4abnabm 1'J VK-11 tlAlS1Ml AY[XUt1UWIIAKY XtLItF I:UXBIHUDI 4,i1— Uh IWNCM IU214NlR1 SAnllNAY StWLWL M.Aw hYll WeabM UUN.....I A. —1 Uh WNl:l1 tlIW 11ANY tleWGX 1-1— r—J. m KtWU11U— SH 122W VALLEY W REDUCTION(CLARKSON RD AND NEHRS MILL RD) PROPERTIES, IMO00 FW7 hla4tewb0N 1221w WNUINIAMXIJAII:IIUN {UTAILxBw HUAMUMAx-WW UUXBIRUU12,1W reel Uh WNUMSEWhk.Kt— IAIt'A,1M rtt 1 U-11 tltWGR 1r1,VW hYIJ YwamwaNK CONSTRUCT UPGRADE OF EIECTRICALAND NECHANrALEGUIPMENT, ANDSECOHDARY 12491 WATKINS CREEK PUMP STATION (P-101)UPGRADES CONTAINMENT FOR CHEMICALS STORAGE, 40XW FY77 W4sb W "UiMU1:11BV FtYl Llr1L-IXUX tlIIINM tltWtX PNU KtMUYt—VAlteIbUUNUt .—i1ANI IIWY 119% WESTWISEMREDUCTION OMOLIAD944ANDBIG SENDBLVD) SEWERS, 2110.4D6 FY17 WM4h»%Nr ProbNr Oeeebptmn Tee%Dmrkdwn PM"Sub TypeO ,Wbm CONTROL OF COMNED SEWER OVERFLOW&, EMI—Ing Dump CwobLp 1pn PervWee COMBINED SEWER OVERFLOW tJLLixbrvt V. tN IeM.-6CUhUNe ur I nt wmx:aNLIIAMT aew[M SYSTEM THAT ARE DEFECTIVE Carebuehm Tell SANITARY SEWER OVERFLOW t.tl t6—fft— J4W-HAWN II BULIIMU IN rxleyanb elll:lUera MU - - OVERCHARGED SARITARYSEWER6 Cm h bN Phue 11 Aemt Lbragemrl OW-V BUILCNGBACKIFSAMOOVERCHARGED0ONNNEDSEWERB. De4Mn S.W— COMBINED SEWER OVERFLOW MY 61AI lu", WAI ta,ANU'ul Ruul alma AMC — 40YEAR8OLD. AND NEED REHABILITATION. Dr61e BenHae Amtt Ne,mjI,I ltR1II W DETERIORATED POWER FEW CABLES Crab ihn Tel% TREATMENT PLANT PROJECTS WekUWAWYbU MNILa XtaULllnl+'W rlXbl rLUAAr AMU4' mull FL.DODING O"'U"PnTLMk CrMHED eIAInRp'rmt'AI IKe crNur Into ure'UIe.eSnw une lb ' RECEIVING ADDITIONAL FLOWS DUE TO ELIMINATION OFTHE OTHER PUMP STATION CrahlalM Pheae I(SYPpl MMhIl APKQRMNQ A1eq lAwsgsnMRReI4rAd EXCESSIVE M CAUSM OVERCHARGED SANITARY SEWERS D41M11841MPee A1m1 Mb11pmKntGpxgl tAutbmut u i:Aulmkl MI —IS HAI;—AKU uyeXU11A W SANITARYSEWERS, D.W,. Be— AA4q MaemeRAlx Cap4Pq SUNVHAIl1VIMY BMW — OVERCHARGED SANITARY SEWERS. Dmg11 Sant. And ftnk —d C.Pecq, WLI WtAIH MI- U I, U puBILUAMU MAIM t buuft—KewUe THE CAPACITY OF THE SYSTEM. 0—biLt-Task SANITARY SEWER OVERFLOW PMWAI t l Im- W MI-10. AND MFILI%A.—AXt W t1tUF11111WmW BAMMARYWINERS Wrb OrcJmReptlk Ooab(C-f" SANITARY SEWER OVERFLOW LANur Iu I nA1 MI V V IIU[eb I U 16bruae Ur m"NtkA I UM 11n11 m WN]N NE END OF USEFUL LIFE Canehumm, Poe 11 TREATMENT PLANT PROJECTS L.UMpInWV -Well UWhNFLVWb In l ne Leta, It— , nwrl Vn, ANV PYAYTONIA CREEK WATERSHEDS POTENTIALLY IMPACTING WATER QUALITY D4Wn SWYIM4 COMBINED SEWER OVERFLOW EXCESSIVE MCAUSING BUILDING BACKUPS AND STRUUTURAL fMUEB. Deegn Seruzee SANMARYSEWEROdERFLOW SANIIAMY 4L 1,1 WhWLUWS AM WILLANU Mm PS. uramcpm, Ilan 11 SANITARY SEWER OVERFLOW REMOVAL REQUIRED OF WO BFL=AND 88o 8"& CrabuobrlTeak SANITARY SEWER OVERFLOW APPROXIMATELY115 RESIDENCES HAVE DOWNSPOUTS AHD DRIVEYVAY DRAINS CONNECTEOTO THE SANITARY SEWER, [,elahlctara Ph.. 11 SAHRARYSEYRROVERFLOV! MIW 41-hLULYtl HiUb1r1)JJUU9MUrJUVAl1—Lb Irewlx THE CAPACITY OF THE EXISTING SYSTEM C—buth IITeak SANITARY SEWER OVERFIDW WhUAW ANU INFILI MA I ILK hMUMYKWA I b WVRUta 1:AUWNW WIWIHW BACKUPS AND OVERCHARGED SANITARY SEWERS C41lhalmnTak SANITARY SEWER OVERFLOW BLLDING BACKIPS AND OVERCHARGED BANITARY SEWERS D.W 8— SANITARY SEWER OVERFLOW WILUINW bAUK—AHU UVtH1:lY4NW0bANnlW—LWIka ICU I WA-0 CONSTRUCTED 88O Cond..b-Teak SANITARY SEINER OVERFLOW EXCESSIVE M CAWING OVERCHARGED SANITARYSEWER& OantrucS.Tuk Aemt MMegmwlk C4pmIW EXCESSIVE M CAUSING OVERCHARGED SANITARY BEWARE, C4� Tmk A4mt M..g-NCapl* OVERCHARGED SARI ITARY SEWERS D.W4;n S— SANITARY SEWER OVERFLOW UvbKLaguySbU MMY. bWLLWr4W IMUNIIYC. AMu H.tAAANW IN ANLA VI - NORTH DAMN SEWER IYrdur.Auroea CRYSHED OVERCHARGED BAN ITARY SEWERS, OtIuG, Selldlee A.9 MYNMemAN CW.* EXCESSIVE M CAUSING OVERCHARGED SANITARY SEWERS, Caneaucbm Took A dM—pnYmACw.Ny tau =Pfk MINAI AMU TOWN I t mrLUVYAXU IN ML I HAI IUN Mt U-0 CAPACITY OF EXISTING SEWER SYSTEM OWMMU1brl TWI SANITARY SEWER OVERFLOW 1u{ubaalIVt rVlRR%ANU rKIVAItmhLUW PNUINHLI WIIKIN. 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Cara%Icbm Teen BANITARY8EWER OVERFLOW UNNERSRY CwITYtWATERSHED POTENTIALLYING WATER rrU QUALITY P—DMp18rWa COMBINED SEWER OVERFLOW WILUWU WLWAJ+tl AMU UiIbm AlnmL; q..MY tLW.-. 1rxMrtaYew4 Ag1X MMMOkneN Cgpmp tAuca -m WYaInW aYaaanW brwwrb—U WrxUrwMWtu SANITARY SEWERS. Deem Selvlen Amet Memgmed Ct"* BUILMNY mMR1UILI ARU UYtHGHAM t SAN I MY ULAIhIb —MD* W1LY14=rater4V m ne..r 1Nyn Benzes Ammi Melpg—d OIUI* YrvArrwc TO CURRENT STANDARDS, AND SECONDARY CONTAINMENTeuFOR ONBRE CHEMICALS NEEDED. DtaMe SeMoee A"MM 4—M Rppylg{ u4caMr4e mhwWAnumrnlrtillAm MeauLllnWm WIwINY IaAi:nura ' AND OVERCHARGED SANITARY SEWERS. CanehleSpn Temc SANITARY SEWER OV6RRAW Wastewater CIRP Project List PmNeel LGnONeI DNog711On Butl&M FINLMW PmNe[d Type Pl41NM DM.cr4Wan Ise W.,ly,e.,, PmIeCSub Type OLw4bbn Number � M KewuIAW -. - Aeounl Yer DNe 12276 In IQIU DRDT04NANDBERRY RDj PERFORM PUBUC AND PRIVATE M. 420,m0 P"T We. -her BUEDIND BACIMPSAKDOVERCNARGEOSEVVERS, DNION BLIMoee Aleel Nelagerel` CepLMU WIIl.II11W UItrKYIMYa]AIWNII'�aJ ldwneN4 I•V4Y hIAllun ho44aICA1/IIe[ntCW KMtlIU IAIIUN IUNcexlue 12283 REHABILUTATIDN REHABILITATE 420FEET OFS54RCH STORAGE PIPE 20.000 FY17 WLLtWWNaI E%cEWNE M PeMn 84l41.ae SANITARY SEWER OVERFLOW -- SANITARY[ YI1:/IVBIMb tlUI WIXb tlAUKIIYa AN. UVem:kglW CU 12299 WOLWREDN QQAND PAGE) REHABILITATE E 84NCMVER. PERFORMPRIVATE NREWCfI0N AT 15 PROPEIf1E8 FYI7 WeMppX SANITARYSEWER$ Denl9n Bm pNtlyepepylMnl ppllcl�• 1'lb WOWS MLLVNIIAMYkl:UtYUM 10lRfUUM,NILL LNJ uumbINGI ItlW1LM-111Nl,maAXIAXTamhH u A, ALYbm NAU WLL, I2UAWn1 YMWYMMr uNSn a Aeet FU1PPMIMINCLPeNC' SWELL-COLDWATER-MIBSWRI-MERAMEC SANITARY UTTHENLl URIAWOU R DLBm TER.IM SHEDrt SERMCES THROIIGHOUTTHE BI88ELL, COLWVAT01, AbS8OUg1 ANP NERAMEC WATERSHED&TO 17744 SYSTEM IMPROVEMENTS(WATERSHED CONSULTANT) MEETOONSENT DECREE REQUIREMENTS. SK000 FY78 Wee41w[e SYSTrEMDEFK3ENGIWREOUIRINOCORRECf1ON. Pm1eeieed$.,INI BANRARY SEWER OVERFLOW CCTV INSPECTION AND PHYSICAL XMIECTIONCFBEWERS PERFORM CLEANING, CCTV, Nft%fM INSPECTION, AND DEBRIS VOLUME ESTIMATION OFSELEGTED ex NLwlA4d k ITIleM1lLY vvaY[eWAM[I[rt O[rvrna Ia NEEOEOTD IDENTIFY PROBLEMS AND QUANTIFY NEEDED CLEANSID/WD 11999 R017) SEWERS. SERVICES MAY BE RENEWED THROUGH FY2MS BASED ON PERFORMANCE. 2,00gmn Fn8 WLerAeLM RE 1121IMPROVEIENTB. V.A. SMYbN DISTRIOTWIDE 12m1 (h'TV INSPECTION OF SEWERS QO77) eNFUi1M AV IY InxYiulwNMYI;bgKIKY VYxGWGIldf. x 101 -MAT Ut MGNMtU THROUGH FY2M9 BASED ON PERFORMANCE 100AN Pyle WLedvmNr rnrvGMV - 1uN(A- VM NNeutu NU IUCMI IYT Y�NRGMa AND QUANTIFY NEEDED REPJVR&SMOVENIENTB. Y4ndN$MVNM 013TRIGTWIDE - a(aIN.U111Ury VY linCCnaWIrW WRIRVL U[YIUWIUN[uvULalUKLlWIII'eM VULYMta lu lryk 4YlNYl NIfLAN&I KBWUiILm LF WMNIntUSCYW[R VY[NYLIANn 11146 CSOVOLUME REDUCMONI GREEN INFRASTRUCTURE COMBINED SEWER SYSTEM SADDAW FVIB Wete t., REQUIRED. OMN4udbn Teec DDBBINEDSEINER OVERFLOW uEMN MtKWAN11MiTOT4ltMIMYXWGWENlUIWAlGIUntU-YGNYUHMAa NGG1GU YfNlUN11M WINMticYCNl htrtVluta,NWNIM,IWILLT51b, M1U u[nitlry MYILIAXUNI\IAIVYtl MIU VVGNIAIAIWGU tlAWINNL bGrRKa IWIIVAIInI+ 11110 CONSULTANTN Ut I[ 6tKWu[nA _-"`NI-YKVYW IrgYMIIIWµ SERVICES IN THE DEER CREEKWATERSHED,70 MEET CONSENT DECREE REQUIREMENTS Yb-WKMAx XbkLliUM'YNMxgL RGKVIUttl 1U tlUYYUKI Int UM IMM.-YKUUNAM atlWluta MAY 05DAM FY1B VANOMwbr CONSmWlEDSm& pY1Mp1tlAL'pi[NMUkN MIt NGt{uINRY ILxYYYVX11Xt LRtlIKIUI'a PIOINMmN SMYbe - SANMARYSEWEROVERRAW 12852 Q0181 CONTRACTA BE RENEWED THROUGH FYlmD BASED ON PERFORMANCE SD,000 Fria U..X.*M CAWTALPROGRAM ATp1LNM 8enleee DISTRICT WIDE 12SU U019)NE�N1pB1fiAL hekYlue:h AYla:eM[NI-YnwenlTMTwnnAL 9 CONTRACT Ytw�ILMAanctutu AYYNrunnL ueKvluen lbnuYYUN11NtuWrm�l'x rnwnMn, etnvliiu MAT BE RENEWED THROUGH FY22D BASED ON PERFORMANCE eDAW FY15 UWANAr 8 M•rllwaxL ctnaa[eMienwuWeu luaoYruKr lrle ulxlnrl:l'« CAPITALPRPDIUIM. Applee+l SelMeel DISTRICTWIOE btktruu.ldGdevlVe6 AbxttMeMl•rkurtM I AJrnNaAL YtNSLYIMAtl NeeubunrYlWeAL aelWlrea rvauA•rYnll eeAaemul'a rNwxAM. neKYAan Mw1 n Arl•HMBALtltrcvluenAMtHwulNtu lV h4rrUNel Ine ulalnA:l'n 12384 RMS)COINTRACTC NALbe— ANleeeeegl-YKUYbryIT 11R1WanL BE RENEWED THROUGH FYZS) BASED ON PERFORMANCE YtKrUrIM Md NttueuxrrHMBAL tlGHVK,I:tl lutlurruKl A Kll.Ia YKWIiMI aenYAxx eNe W FY1B UNdbepq CAMALPROGRAM. AYYxANui xenrll:c ANt NtuulKtu luaurlvxl IneulalMli:1-a Apprdell8— D18j1tlCTNROE 12535 R81S)CONTRACT D SE RENEWEOTHROUGH FY2MD BASED ON PERFORMANCE. aRM FY18 UIMBONMW CAPITALPROGRAM Appakel Seabee DISTRICTWIDE S2m6 INFRASTRUCTURE REPAR&{WASTEWATER] W a) LGeN1 iMINIIAMY tlYtlltM IYYX W CNeNIh INMI tRanCY AtlN "UN NG—N....—Me lu.MIA llk.-- I I nt Wf I KIU A. L%RItl INUU 1 IUN CONTRACTS WILL BE BID AND AWARDED eKMu[n, YLAnN Wb, Am1Lltllb, qNu IA:Wbn S.5m,000 FY19 WAWLNeIu UAAlAft AMU UC I[KIIARM I W INN . NYYnwke, xbwtK44Yl V I ntK INFRASTRUCTURE ARE IN NEED OF REPAIR OR REPLACNEW WONT Or6M Rep kCeefb(N...WKQ AAM111MIeYNAIe1W Relereel 1114, CONSULTANT) SERVICES INTHE LEMAYWATERSHED,TO MEET CONSENT DECREE REOUIRENJENTS UexIIaII UY 4T,4M rkt l ur-..aI—IN IVMNGL. NUrxVLlunl Nllr atn[Iter, AN. u[Wxl el[lma mmAm Pria W.U.M. SYSTEM DEFICIENCIES NEEDING CORRECTION. ' PmMOMIel SMvbN SANITARY SEWER OVERFLOW WWENBYmOLERDPCSOGON7RO18 SYSTEM PUMPSTATIONB TMMPROJEarNMINCLUDESMANACIEMENTSERMCE& FIELDINVESTmATIONS COMBINEDSEWER OVERFLOWS SITOTHE LOWER AND MIDDLE RIVER 111m IMPROVEMENTS (WATERSHED CONSULTANT) AND PRELIMINARY STUDIES W lm1Vm41e WalINb MWn uwwtN[IYeulIA nlln nwLYlli lxAveily curt 540AM Fwa WANIAN.ee DES PERES POTENTIALLY IMPACTING WATER QUALITY. - PNIMMnnSl80Nkac COl®IIEDSEWER OVERFLOW WITH FLOW METERING, INFL0INJNFILTRATION STUDIES, AND HMMULIG MODEL CAUSNA-rMa. PIPE FLOWS FROM INFLOW AND INFILTRATION DUE TO RAIN EVENTS ARE 12005 RADAR RAINFALL DATA(2M7) _l"I Im_ a Yrren nUr Uau WN lnulaa when SERVICES MAY BE RENEWED THROUGH FY2019 BASED ON PERFORWNCE NrUNMAa n[eKUY1lUuerMY MMMYV[N[ mma, AA_,.N, AMU ueaun 14DDDD Fria WeWNEs NEEDEDTO PROPERLY CAUWAWHYDWLICSYWEM MODELS. Velldm Seabee DISTRKT WIDE MERAMEC SYSTEM IMPROVEMENTS LWATERSHED BERMES FOR MAAORWASTEWATER SYSTEM CONTROLS, TO MEET CONSENT DECREE 11163 CONSULTANT) REOU)REMENTB ODD= Fne Welle+hr SYSTEM DEFICIENCIES REQUIRING CORRECTION. Prebem el Seldlee SANITARY SEYJER OVERFLOW CONTINUE STREAM CAWING DATA COLLECTION PROBRAM IN COIIUNCTIONN WITH WATERSHED AND Ix 1a N[u _Iu u[laen.u aibnMWxreM RAINFALLR UNOFF RESPONSE OF WATERSH ED8 AND INILRED FOR 10760 STREAM FLOW GAUGE OFIRATIWN AND MAINTENANCE(US65) STORMWATER PLANNING AND DESIGN EFFORTS. S?EIXQ FY76 UnMk N; S WATER QUANTITY& GVAIRYEVJLLWTIONOFBTREAMB Vrldor SAMAMN, DISTRICTWIDE PERFORM BAYPLINOANGANALYeIs OF STREAM WATER CUALIIYY/fTHIN M8D'S SERNCEAREA M IMPLEMENTATIONFCSO= .$DOE ELIMINATION, CIdl1N)GEt FROM WPLFMEiNTA710N aFCeO LTCp, &SP ELIMINATION, & 12Um STREAM FLOWWATER QUALITY SAMPLING(2017) AFYLG UNN .-SINIaeNtWM-114YltahY hm SEANCES MAYEERENEWEDTHROINOK FY20190ASEDCNd PERFORMANCE. SBg00D FYSB UnWb..S4 STORMWATERNANAGEMENT PROGRAMS fthT4Il AMUa.KUUlUNP.LNI- VNldO 8.1w_ DI&TRICTWIDE 12075 REDUCTR>NCEMAYPERRYRDANDSAYLESBAVE) - PROPERIES 210M FY10 WN,AAAM, CAUSING DUb NOACIOIFS 0M 11NNWn T.* ANM MNIe2e eCep—ty 12Q86 SEM#RIVE SANITARY REUEFMBJE RDTO CONWAY RD) min—u- 1-mAAAlW"SuU Vl CONSTRUCT 2AW FEET OF tb)NCH SANRANY SEWER. KbNAlAAU I A I KAM Ur I Me WtlMU xbWSK a l tM WIW I Mt WNW IN YLAd:t YWt Mt I NUU I 17UM FY18 WA-w-ler SJLP+ I INN xGYIt1111Uta NU I n lM1 , I Y I U 1:LedY[Y Utalurt STORM. D.W 8ANA— - A A Mylgppyp( Capeyy. 12029 REDWMN(201B)CONTRAOTA AN— -UU 1YA1tn-MliihUYHI- elulllmim YUMNu VI REDUCE PUSUCW. N.dAMU(A11UN uY lnC WMJunCW[Nara1CM VWleea l Me WXGY Fry YLAUt Ye'b MtI NW. IV 9�agm0 FYIS WNGWMMr INFLOW AND INRLTRAT10H CAUSING OVERCHARGED SEWERS CMMhuvSml Tee[ SANITARY SEWER OVERFLOW 12mv REDUCTION Cme) wNTRAACr B MM L- WLUWAII,K• MIBBWHI• MtKNNt4 YU UV1 REDUCE PUBUG VI. NCMNMUTAI1UM Ur Int YllhuUaeWert aTtlleM ualmi INC WNW,. YLIN]tY M...uu, IU 7BWm0 FY18 WeeleNAN, INFLOW AND INFILTRATION CAUSING OVERCHARGED SEWERS CerbmONT k SANITARYSEWEROVERFLOW 12029 - REDUCTION (MID) CONTRACT A AA uebAl a Atm01 w 1-McMMANe:I Alu, PI AEOUCEPUSLLGIII. N GINBIU I Al NNI Ur I Mt WMAU a K tlra l tM MINU I HL WMt dNIU LWYL Mt I MUU. I 21q=MS W4eMMA(er INFI MYAND INFILTRATION CAUSING OVERCWIRGEDSRNERB. DAVIS. eMxrse WMARY SEWER OVERFLOW 12m0 REDUCTIONL2 %OONTRACTB RFD)UCE =r_v, rR. T1,Om.ma WANIAN.Mr NRJOW AND INFILTRATION CAUSING OVERCHARGED SEWERS. Dmgn$wvlm &ANMARYSEWEROVERFLOW BIBSELL•COIDWATER MISBWRI-NFAAMEC BANRARY SERMCEBTHRDUDHIXTTTHE m+°e'I,COIDWATER, NIBSOLRIIAND MERANEC WA7ER8HEDS,7O MISS URIANDs, RAMEDOAnu SHEDS ill" SYBTEMINPRQMEMENTSCIWATERSHEDCOKSULTANT) MEET CONSENT DECREE REQUIREMENTS ®,OW FV18 Weebweer SYSTEMDEFI IENCIESREQUNNOCORRECTION. Pmbekeld SMVYae SANITARY SEWER OVERFLOW X I WWI I__. xuWUAINUN xWI aLi A_ eJelafWU xWlfUryueAN dx eJyxLLt1GANI NtYIJAUGL1rJ1I la KCWMtu 12494 R11FEPLACEMENT :IAUNu CONSTRUCT REPLACEMENT OF MAIN SUSSTATWR RWrrCHGEAN. 5M1 Dm Fria WeeeMs TO MINIMIZE POWER SERVICE INTERRUPTION& DNSABeNNee TREATNOITPLANTPROlECrB ,20%b VI Uw IU S I A I Nun IY'4'a)KBYLAe:tMtXl KGYVW:t YUMYaIAIIVNY4R1 b1ALI2N1 ry1tl IAIioNwmr FIIMYxIAiILW lsceouVNKbXI LT XRa NUSIVNAUt. COIMbIAaM1 IeW ANMd Me1MSNN1NCepeo4r T2M.V tl1u:NIeLtNcb YUMYtlIMYJN Iw//3)NkYLKutMtNl NtYlAI:t WMY&IAIIVNY•!T3 bm,Cm mu WleANNe- YUMY 4IAIN]Nw/Cd NbkW IVBt NtYLACtu. CNeMWMIn INN And MLe9NMINgeNNe eV YNNIlAllu, NYYLEneAMXNLYUIIUN(I-_AMNION a IAWYkel ur IC1ryLn IuL NUnxtWGN MIN IIIAIttl1MANMULW.It UKM 121W E4 AIm1AYRI PRA/ATEMREDUCTIONATLSPROPERTIEB. UealnuulOw reel eM Te.Wuna xeweKn ANU AYruIenANe:tx,MwWmYIxWx 2I O,OW Frie Vleeewebr REDUCTION OFM ACROSS THETRIBVTARYMEAREQUIgEO, WARN Wwwral Welt allAMe analtxleelMawNlr<ullUNa rwln DN67n 8MVbel SA18rARYSEWER OVERFLOW low BRIDGEPORTAVE&BRENTWOOD BLVOSEWER BEPArATim CONNECTIONS TO CW®INED SYSTEM. 20DAM FV18 Web AANlr COMBINED SEWERS. DNA, SenION COMBINEDBEWER OVERFLOW 12104 NILIIA 1114 xxry11A1T KGUGr InnwManlnt UM IUUIUVAK DR) CON8TRUCT4.70DFEETOF214NCHT0274NCH SANITARY SERVER xINwlAAwrkel e+rwnl:n wlaw�n tlxNllnrcr aeweK.AuwrucKl lJAAdrtGl ur a4rvA;n 420,00D Frig WeiMeMr BUILDING BACKUP AND OVERCHARGED SANITARY SEWER& WIUNNbhq AN ANUWeNI:KN WAAAryNMeTxtwt Deep Sendm AaeM Mmellp,lelf OeAeft 12111 CAPIWSMrrARYREUEF(GRAIIr RDTOCAPILIADR) - BEWERELIMNATECONBTRUarEDSBOOMAkL18E MANDUP-M. ktruinwIAle e,MMT[[I w NIIlVTunun Vewtx. KtnAMulAItm MApryulea. rellruNM 2200E FYIS WeebeMbr CONIITRUCTEDSSO SPA78AND BPSBI REQUIRE REMOVAL. DWW SNNML SANITARY SEWER OVERFLOW 12112 CARSON VILLA M REDUCTION QMARCELIAAVEAkb WALES AVE) PRIVATEMREDUCTIONAT45PROPEWnES. 37DAW FYIS WNbnaler Deayl eMNoee And MLANIKK-N[WEAK INTOSERVICE.THEE08TIN6 FOReGrEuMxN.IR MUSTREHABILITATEDYTO 73778 CAULKS CREEK FORCEMMN REHPMITATION PHASE II REHAE&TY 20FRET OFZ4dNCM FCRCEMAN. 700Om Frie WNLwabr PROVIDE REDUNDANCY. tTORINbtltYYtK UUI:tl KUI IWVe C.Ae"Alal Y I V uUNY[T YCtlIIMI pWwl BLRicel ANe! McYp1Na RMMMI 12115 CAULNB CRFEKTRUNKBEMIER (SKIIGDIi)pHASE II CONSTRICT SAW FEET OF 27-INCHSANRARYSEWER. HGMWG YXIVAI t N YNUM W tlLNitltW GN tlY IAMfNtI:I INN IdN'kUYtN UUANeI.I IUna Ury AV 68D,Om FY76 TNLeN1Nde1 STORM. aYILI"RIu a(e.gYYx AMU V YGXUINIdUtV ifANI1AKY tlGl'ykkb wuI1VAlInei DeMMI SMYpN ALLet AlLI1LOMlNrA1�IMd4' Y16N CEDARCREBT PRIVATE M REDUCTILN(SKME681) ear ekN[LU vM.Ler _.W_YuMY nlxl IUN TY-reWJ PROPERTIES 21DAM Fri& Weebxebr CONSTRUCTED aSDS OMM618bML PNMee II SANITARY SEWER OVERFLOW 12120 REPLACEMENT REHABILITATE OR REPLACE PUMP STATION R726, exwan wal lrA: rwk IiWANe lgAnvlellsmlu Uunnl Nuw vA_ _ N I N wMuuuix 20Dmo PY18 WNb1xa1N WETWELLIN PODROONDTNON GANIIhb W UK tlUUAhe rrdAL lAgN?ItNs/We>u TtM[a uu; Arvu DalBn 8m , AAN1MNe0eINrWRMIanal 12504 OOLDWATERCREEKWNTFPiNALCWCIRERBREPLACEMENr uuLUWA14Nx l IMF NBUBr AAW:ILN A_U_B fIUNU CLARIFIER. ENLARGE FEED CHAINELANA PFIWTOTHE EMSTINGTHREE CIRCULAR CLARIFIER& UUNIAIKUL:I XGNAISUTAl NUN Ur AlIIILW bUr I nt WLUWH INUNKabwert WMmMAle S,mg0m FY19 YMLMNaIN PASTTHEIR USEFULUP9 kAuexaryblNYLUIl gNUIXYK 11I11NN UHUtlINb WtNLIW1utU CMMSINponTMN TREATMENT PLANT PRDJWM 11724 REHABILITATION eANUeVAlenaw l neeGVl aI1MWAl eNtlneu YN Neuw l M" I. 1. CONSTRUCTED98000TFAILS BFW,BP-115, BFL119,B11.41, 31A141, BP476, DPffi% AND SPSO. ' 2A2S,WO FYI& 4YeelelMdN SANITARY SEWER DNUn SMWLN SAISIARYSEWER OVERFLOW 12125 CHARLES 21 RDANDABHBYRp _uum)MNtWU11UN(I txhUrl rbNkT NU AN. cuUplV PERFORM PRIVATE M REDUCTON AT PROPERTIES ' 3,MDAM Fria WubneOM EICCESSIVE III CAUSING OVERCHARGED SANITARY SEWER& COnLtluebll Tads A-9 MeneaKneM Cep.* 12129 RD) REHABILITATE 33 MANHOLES AND ASSOCIATES SEWERS. PERFORM PRIVATE M REDUCTION. 10,0E FY19 WLMewMN INSUFFICIENT G1PACfTY FOR WETweATHER FLOW. C.NAIM.pp Tee[ AeMlika", l,ecepeft Wastewater ClRP Project List rmpKK Number-..,. Lm9 H.nI. Dennp8bn Budget Fimmial Amount Year Pmj.al Typ! D... Pr.bl.m D...p0.n Teak Dl.enphm Pnaeel Sub Type Da.crlptim .,. uuxal nuulwx MAnAYeswl aemll.ea-wwennnu _ vmyuaik venal liwrKm wxwfse¢nl Mu mnrwiMAr nlxwuLb rLN lunnkLlx+rlslmM-llun - -braIGWLM:�IYrenuea newlnnu uuna:ullun ue MlllMnelun vlA - ' ilia! MIDDLE ROPTUNNEL PACILRIES PROJECTS IN THE LOWER AND MIDDLE ROP AREAS. ISDD,000 FY18 WMlexrtr TUNNELCONSTRuerKM. PIIKrpml SMM1M4 COMBINED SEWER OVERFLOW VVIIaIXwllLxl MSM 14. tiCKVK.tn•LUYRK NCKAYCV YKUVIYI VUNB I 'U. hiIiYA M1 I nemiuT.b rlA1 YRWCVISAMIS%RIWICY tl*ICMU MENUCu"Cuu"NU V(.YII I MUM UM MI) Ian I IUM Vm 77828 AND DEER CREEKTUNNELS - WITH THE LOWER MERAMECiUNNEL SYSTEM AND UPPER HOP TUNNEL SYSTEM. 4,MPM PYIB Wk9bMNdW TUNNELOONSTRUCTION P.I_bW 8r SANITARYSEWEROWNFLOW CONSTRIIC710N MANAGEMENT SERVCES• - PROVIDE CONSTAIIGTON MAMAGEIENTAND INSPECTIONSERVICES FOR TANK.TREATMENT-AND A I Me CONST UCTION OF CONSTRUCTION OF STORAGE TANK PUMP STATIONS µDOE OTHER STORAGEjTAN PUMP S lA ION AND. R OTHER 11161 TµKlTREATAIPNTU MPSTATKU PAOUDLS - PUMPSTATION PROIECTSTHROUGHOVTTHE DISTRICT 4289A06 FYIS yhob..lal FAgI1TIE& PMAMM NM SnYlu. SANITARY SEWER OVERFLOW 12131 CONWAY VILLAGE SANITARY RELIEF (CONWAY RD TO 144) GONSTRUCT4,708 FEET OF 124NCN SANITARY SEWER 370AOD-FYIS vh bMMhr CAM. INu Me mUueAVe n Mu KI Irk LN�YM41 T I u wNvcr l ne DESIGNSTORMCAUSINGBUILDINGBACKUPB DInan Bnb. 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IMMIJIr TWOS ANDAMMPSTATIONREOMREEUMIWITION. cw b-uM F— I(Swplmwhl App-pbv* SANITARY SEWER OVERFLOW . - UJINIIA&V 6tY k OUNVIAMUIINW Mu WILVIkU MA Kure ALLIMW 121" DARTMOUTH AVENUE SEWERSEPARATION UlhllLb LlUila tlAYMIMrKCLICr(tlxkNlY.Ul111 hLVY lU CONSTRUCT IJW FEET OF RANCH TO 904NCH STORM SEWER GiIrISIKVI.la,4WrCel UreMVL.TI'bAIIIIANYtlCWCk'I'u ALLCYIAIS Wk1RIRMVINvxrvu hvNlNlb 140,000, FY1S WMh`N.W CARTMO7THAVENUEANDYALE AVENUE - DWNpn Senim COMBINED SEWER OVERFLOW - 12471 CONWAY RD) PHASE R CONSTRUCTED8505. 15,O040W FYUI W..t..W BURDINO BACKUPS AND OVERCHARGED8ANITARYTRUNKSOWER. O..huBu.T.* SANTARYSEWER OVERFLOW LM-MN [ W hk4mvI.iVN%uMmCMW uLVUANU UVIVC vuNSIkIA:I UYrYutlLIVtlCWCXKCNANBAIA'I IUK ur dlMi4Rl reel ur wNIl lUATIN ra mIml C.KVCSI*vk WFLVwMYlr1NLIMAI IMLWAIW nCWlKnUI[UWIM1Uxna 11907 RD) SEWER, 20D MANHOLES, AND REMOVE PRIVATE DEFECTS 30%000 FY18 W.ailwhr AND BUILDING 0ACKUPS. Cmml "reek A.W MIaIIN..ft Cap.* MkM(U1Ar NA1 Ur IHb r0MJV abWEK VT4 MM"NV RNC UI KCU In YWVt NYC INC I KVL, I U - - - 1203M DEER CREEK PUBLIC M REDUCTION NNIIS)GONIAACTA ' RMUMF'UBLICM KCMAMWIAh A.TN Vr InCrV>M:aen[x'nrbleM ubMlM rxe Vuxeulry MlAuk YIYk MCInVY,IV TAXIA00 FY19 YAWaAarm INFLOWANDINRLTRATION CAUSING OVERCHARGED SEWERS. -- 00NONIY6m Tldc SANITARY SEWER OVERFLOW 12C42 DEERCREEK Rmuc m REDUCTION W19) CONTRACT A REDUCE PUBLIC VI UCCKVMCCA a71K1IMT UY6ICMIIIG9IWCMCNIn(WAI LMNLU PLKHANMAa NI UY MANI MYWKkCMVIIa VIVea, rIMNn ,A Tnnl,ANV MMM 39Q000 FY19 Wem.VmI INPLOW µ13INFILTFLAT10N CAUSING OVERCHARGED SEWERS. IVIUAflV bV1L'AMlrtl ANYVVCNU .CUaA1NIAKV a1ChCM4 AVIIYAIInV D-WSrNd.aa BANTIARYSEWEROVERFLOW 11110 CONSULTANT) SERVICES INTNEOEER CNEEKWATEASHED,70 IEErCONSENT DECREE REOUIREMENTS. L:UNaf -VI Iy mi~ IUNMLLMU MM AMIM aI KUUI UNM TMIMYIKU blki NMI AMV 4kYitN1M 47"M FY1a W.*.,* CONSTRUCTE08808. rinWl M4LLW-01KrR1 NAIRIr1 W1UMIKli b4lKlRVNBIx(N In Ra1�II.I Sexire. SANITARY SEWER OVERFLOWN 11731 DEER CREEK BMIRARYTUNNEL MLAYTON RD TO ROE) PART OF AN OVERALL WATERSHED PLAN FOR SANITARY RELIEF. - I,SOC,ODD FYia Wnle'a.I. EXIBTIMGSEWERBµpACTNATING CONSTRUCTED MS. EIIIhIM.IYq DMap Gmabl ilorl San. SANITARY SEWER OVERFLOW - kAUea IMFLWnf MU IMILI MAIaSfuAUMINU WNLMAHIMNW IN 11731 DEERCREEK SANrrARYTUNNEL(CLAYTON RDTORDP) - 75AWMD FYIS VhMlnWhr EXISTING SEWERS AND ACTIVATING CONSTRUCTED SSOS, Cmmcbm. Ph..el (8,40kenmalApMMpIhtl.10 SANITARY SEWER OVERFLOW PROVIDE EASEMENT ACQUISITION FUNDING FOR CAPITAL IMPROVEMENT AND REPLACEMENT YrrLGMAM AN MIKyr INS DECRML REQUIRE PR 1Mu MOOT eMCnI PROGRAM AND CONSENT DECREE. REQUIRE PROPERTYRIGHTS 12514 EASEMENT ADCUIGMON FOR WASTEWATER PROJECTS MSIS) PROGRAM WASTEWATER PROJECTS. 2AOD,ODO FYIG Wub1.19. ACQUISITION FOR EASEMENTS AND PURCHASES. PmpeRy RIMY. WIaS. SANRARYSEWER OVERFLOW 12mG cw!-IMullatlT VI I¢WVIMm IMIViILKNV AYe IV— ULNu SLVO) AIb1.AW1,xcr lt•-A"IU4HNVK abwkl4 PCXrVNM YK1 C. NCUII(:IKIN U PROPERTIES maw FYIG vA b..MM kY1:C5alYenef TA-uMInCN FLUWn MYUYlKYMA!{vkU UAMIIMiT SEWERS D.M9a 8mk4W SANRARYSEWER OVERFLOW CNVCLII—AN. PANLn)IKIIMY-Llkr (arkwl:eK rL 1 U UMbIMY m1L,AM—i w;M,A.t luNUmdNlYNAltr bCWCM. VLN NMulnLT rKweul lu bKMMNvaAUKurb µUwGMUA kUa IJMTaewc 12183 LEADALE OR) anLkW KbI81UIMIN(W. MMIIN AVCMU--K VKCCK ELIMINATE COMSTRUCTEDS8D OUTFALLS OF-451 AND SFI Kh_UTAI C 4AU rckl Vr iNKUt IU Id-I—e M. M1kNMalUtAl C W NN.nIAeb. r mum 1AS0,mD FYIS 1NrL.MMT ELIMINATOR OF CONSTRUCTED SSO OUTFALLB NEOUNED. eX1%ea1--VvklWUlnCK rLVYYtlMUVVCNVWU(lekU nA1N11MY D-p a-4— SANITARYSEWER OVERFLOW 12154 RIDGEDR) PWVATE M REDUCTION AT IOFROPERITES 230,000 FYIG VVebwbr SEWER8IN THE EGSEX STUOYAREA, D.hm B.nke. SANITARYaEWfROVERFLOW 11fW babtK HAMT:wXMIMCYSCWCM MCUCr tlUYVUlW14 YK11YCKIR_tl In CatlkAYLAM:C EIeLWU MY1tl Wrmwl.r MhutX.T)MIIINV whNu111libtu MMNaµu BUIWING VIA i,uft OTYSHED 124ny rAMNeNa MILL PUMP a IAIWN U'-r74)MCHAWLNI KCMUVC AMU KCHJIV'C C7Uai IWA WNY a JAI IUx .. bouvuHYtn YWemNur LICI MNP.1g11MM WMPtl IAI KIN LalimlalrBpaNn IMX AA.N Mrpp.eM.N C+P.Nb' FAWNVALLEY,PIONEER PARKWESYCHEBTERW REDUCTION CONSTRUCTCIPP PUBUCSEWERREHABLITATION OF8.000FEETOFMCHTO 124NCH aAMTARY EXCESSIVE INFLOW AND INFILTRATION CAUSING SEWER allRCHAROING, lima MANCHESTER RD W OF N GEYER RD) SEWER, 90 MANHOLES, AND REMOVE PRIVATE DEFECTS 205,000 FY10 W.I,-br BUL.DIIIB BACKUPS, AND CONSTRUCTED 550 ACTIVATION CaImuMSm TN* SANITARY SEWER OVERFLOW reIKA— M,,NMt aCwCK ICluvklu rAV4uAAIv NY - - 11737 Pµlq rnUf rec Tee uMCCR tlRMIIMTMeuet(MVAULM.nm LMr lu CONSTRUCT B,SOOFEET OF 3WNCHT042-IKCHSANITARY6EMER. - L14,lalrbLl ur 1al MkLICF'aCWCn MkAK tl CIZ MUAL-eLNIIWICIT 6IKuu ICU 1000 ,OOQ0FY18 WMMlerrhr OVERCHARGED MNNS. SANITARY OVERFLOWS, AND aWwi NBACKUPS. Cpnwmcam Ta* SAISTART SEWER OVERFLOW 10012 MILLOW BROOK OR) SSD OMFALL BP000 wllyxMlrcCl ur uaNVn lv.olnvTaMrVIM1xCLJcr aclnenW rkuN bLnuelGxV.W 41Q00D Me ' Vft.%.Mdb BIISEIENTBACH)UPSµDOWMLOADEM SANITARY SEWERS. DeIbn SNMeen SMITARY SEWER OVERFLOW NEAR MEADOW81DE DRIVE NORTHWESTTO ADZE ROAD. EUMNATE OOKFMUCMDBSOOUTFALL BP- 1000 FF1aSCMUrM-ME MWIDRTOPAOESANIrARYREUBF FMMYIUA LKrIIW-MR1At1lWV-YMlt aANllArt[KGY4 078 UVKnINYVl 4[MlYCC14F,1WNV111NNIIMYKCUCrnCYYCK YYCaI OF W]IIUe 1L KUIW FMUYIWIe 2.5DD,ODD FY18 WMhxWM BUILDING BACKUPSµOOVERCHAAGED SANITARYSEWERS. ' Cmv*u*m. RPw I(SIgpknmgd APPMMtl M) eANRARYSEWEROVENFLOW lama (ADE RDTO VILLA DORADO DR) - ROADSOUTHTO,%R ADDRADD OUVE,EUMIN/1TE CONSTRUCTED SBOOITTFALLBP-0B7. b,000�000 FY1B W..tlxlKr BIWEMIENT BACNVPB µDOVERCHARaFD SANITARY SEVYERS. CuphucNllTmlf SANITARY SEWER OVERFLOW 11137 GASLIGHT SQUARE SEWER IMPROVEMENTS IMrnuveMervI n n VAnuVnI a1AlW1e MCA I u MewLa IArlulryv yAYAyry, I V INV WUCJI_. PLURONG RETROFITS FOR 95 BUILDINGS, OR PRIVATE PUMP STATION. - 3RCC.00D FY18 VftP.Wa Wkkl:fMNlsl. UJMtluleu akwenn uRutllnV weI W'Ull n!x Ulllwnb BACKUPS Jun MMMMR CNI CNMuebm Pbm N%MWnmWApprcprMOm) OTTYSHED GENERAL SERVICES AGREEMENT •CAN8TRUCION RETMN CONSTRUCTION MANAGEMENTCONSULTµT FOR AS NEEDED SERVICES SERVICESMAYBE N-- IVaYYYViII VAri JAL -- THROUGHCUTTHEDIWMIGTM=EDBTHECAPACRYOFIHTERNAL 1238E MANAGEMENT(MIG) RF.NEWEOTNR000MFY2DIBSABEDONPERFORMAHCE. 28DAM Me VIhK..M. STAFF. WneW BenlLe.-CalxWchMn bgwol4l DIBTRIGTWIDE .1CM tltKVA•ebAWNkeheNl- rwR:IUIY a.e .L.T_aIWM ellUw YCaWNr ,um xa rvCCLSU NN:IYrranCwCK LMJlRar aeMWLsn. aexwVl:a MAT le - Irxlax NCCUM —ft. VMIAL YIIVJeura l oxide_ IINS 12308 (2018) RENEWEDTKROUGH FY117196ASE40N PERFORMANCE. 3DDA0D.FY18 WINIMI b. DWrRICTEXf.'EBDTHECAPACRTOF9RERNALSrAFF. ua GSA-ND-QW-ORPFI" DISTRICT NOE GENERAL BERVKH:B AGREEMENT •GEDTECHNCAL (1617) RSTMN GEOTECNHICµ FlRM FOR AS NEEDED SERVICES AFAMCES MAYBE RENEWFDTMROUGH ECAPWff QFIh IMLrnWu.Io 1HRWOHOUTTHE DI®7TIICT IXCEEOTHE CAPACRy OFINTERNAI 123BB CONINACTA FY201G BASED ON PERFORMANCE SDAW FY18 VkNfi rMr STAFF GSA. {Gaa9eehJ qRP FmtlM DISTRICT WIDE GENERALS AOREFJJENT-GEorEglgCU CJ017f RETMNGEOTECHNICAL FIRM FOR AS NEEDED SERVICE&BFAMCES MAY BE RENEWED TI1ROIcp1 THY aYmIRI OF INTERNAL THROUGHOUTHEDI DISTRICT THRWOHOUTTNElg9TRICT EXCEWTHE CAPACITYOFINTERNAL EXCEED 123BU CONTRACTS FY201$ BASED ON PERFORMANCE. MAGO FY18 Wed—Ir STAFF GSA-(LTIMAIN:NgRPMMa DISTRICTWIDE GENERAL SERVICES AGREEMENT -GEOTECJIIIICAL (1019) RETAIN GPOTECHNICAL FIRM FOR AS NEEOEO SERVICES. SERVICES MAY BE RENEWED THROUGH aunvRl OFUNERNAL VIo THROUGHOUTHE DISTRICT neew THE THRf1U0HWTTHE DISTRICT E%CEEDTIg CAPACITY OF BRERNAL 12380 CON � AVKlCMlNI-abWtx LRnlvM (Ol[tl1 FY201B BASED ON PERFORMANCE Khm"LIYvlI FIIIM I'_mNx-C.—CK UCaIUn. dkxYll:Cn NAy tll.--C.I M__rTMn SUS00 FY1B WaNllwhr STAFF nCM t2 ft--I--1PVK1 l'd 1 MIL rIfVACV I b U UI GSA-(GWWCIUDIRPFMK. OSNIICTWIDE 12SO CONTAIiOTA BASED ON PERFORMANCE 150,m0 me WnhM.hr THE DISTMCTEXIEED THECAPACRYOF INTERNAL STAFF. GBA•(D.W-*RPPk DI87NICTIADE - vtwkllALakllVluCII mmkrJnenl-bume. sennuea rVn'Q auKvn. n—. bemlVka MAT tlC IIknCwCU InKWVn If.x Nkeuh IV-. rKwkwn.—CiMuuI lne 12400 CONTRACT FY2D79 BASED ON PERFORACE.. 54000 FYW MINE. W DISTRKYTEXCEEDTHE CAPACITY OF INTERNAL SURVEY STAFF. GSA-(Sl ACIRPFMMa DISTRICTWIDE VCNCMALaGIMI:CBAVNCCMCKI-tlUKVCY tlCKMVW(AIIR$ Kk I AIM nUKVkl rlx.l rvN na M1kkLT:II ltUkYe. aeRYlVea. aCNVIL3a MAT ne NCNCWCY IKNUYYK W... nC IUtN1YYl1Nl LAMIu rKWCUaIKMWlirl...... 1240B CONTRACTS ulaRVMltMtNl-aYxvh. beNVluka(MW FY2mBBA8ED ON PERFORMANCE. KlIAIK aYXYCT rINM NAY Atl NCCUCII WKYCraCKVK:ttl. nCNVILMYI MAY Bk KCNCYYku IMINWK SA000 FYIB W-MCA r DISTRICT EXCEEDTHE CAPACITY OF INTERNAL SURVEY aYAFF. nYrryKl VN11•IIILL YI1WCl:ltl IKKWUNUUI IKC GSA-(S 60CIRPFUMa PTSTRICTWIDE 12410 CONTRACT FY2018 BASED ON PERFORMµCE 6o,000 FY10 vlubrlm. DISTRICT EKCEEDTHE CAPACITYCF INTERNAL SURVEY STAFF GSA-(8un AWNPFmd. DISTRICT WIDE UCMexAtiakKYlVka A.I.rteeNtnl-suKve. senYluea µvies auKvb. aMLVA:MB, abmKAa MAY tlC KCNCwCU InKVUun -ftyby Nk—IVsur .uea•Ilurkuuurn IKMuul1HVYj INI, 12411 CONTRACT FY2019 BASED ON PERFORMµCE SO.000 FYI$ WW.O.I.W DISTRICT EKCEEDTKE CAPACRYOFINTERNALSURVEYSTAFF. GSA -(GMLay)CNNPPuntla DIBTRICI'WbE VCKGNILLBCMVIUttl AVKCCMCNI-tluxYCY aCNYluktl lVY11U kCIAW xWXVCY rI11Yl rV1/11S MGk4talaVRYe[aCRYA:ea saNYs:. MAT ne KCNCYYCV InxUUVM IAlKYCTKCCutl IVtluYYUNI UlW11 AL YklAfkUIa IMNWbnWllne 13412 CONTRACT uKANYYLAYY wwrrnulWlAll. MYYN LNl1pgM,IMAMU FYMS BASED ON PERFORMµCE VVWtlIXUVI KkHIYIKa-IVM.V1leatl tlUIIVINV MCI IUNU IMKIIkIkKIUNAr1Urv,aWNIVnYtIIM MOOG FY16 - _— OSTTOCTFXCEEDTHE CAPACITYOF INTERNALBIRLYEYSTAFF _ _ AMNUR1bN1YWlIKJn.AN. tlwNIVnUcwiNMutlVKCCM1 GSA-CftY )CBTP Field. - O STRJC'T WR1E 12486 SCREEN REPAIRS "MVUW IMun!(wMIleVurr l U.—IarwlrnR. Never PRORLEMM,AND INFLUENT PUMPING STATION SCREEN ISSUES e uls,7allrlal'Ul- .iNUM IVMiINVM l ilmKT IKUMK*mCm PKWC1:l INVLUmb 3A00,000 FYIB - WMb..*. REW4NLITYI5aUEB_ - GbraNAb.T k TREATMENT PLANT PROJECTS 10" PKASEDIIV8V(810AE�n) REI1OVALµ0 REPlACEMENTOF A UNION PACIFIC RASAOADTRACK SPUR, 1Af84000 FY18 Wnlewetr BUILMe BACKUPS µDOVERCKAMED mrTARYSEWERS. CaMYMmnTMN BµRARYSEVJEROYERFLOh uk11VU1tl IMUMKBPAIIMYtl I— bAUL1 I Y IrAxYkk LN LAANa .KUUI OAhrlAkfnjUMWAk RM4uj11—UN. ner WCRIneKSNrvI1AMr rLUW, IV MIIMUAI! MI WFAIMCKW VRUaINuaYa[kh auMt4lAk1LLINV MUM:u1NtllKwleu I2 AND PARDEE RD) rAM.Wlr IrnKUEl Ln ufwvul UMANM—, I—12NO SURCHARONOAND ELYMNATE TWO CONSTRUCTED sw& ILODD,ODO FV18 NhMhxabr SBOACTrVAnCN. uualhY xttlreM tluncavRiwfnn MUUunalxwlku SANITARY SEWER OVERFLOW AND PARDEE RD) WDACI FYIB W.d.VMr 650 ACTNATICN. DNpn Sank SANITARY SEWER OJERFLCW Wastewater CIRP Project List Number Lane Name DU4rlpewn Alrinllll,' Y., PD.. PlubMm DmTilpbn Tmkb—lvbon Pfq" Sub TYp D1111PLIM MnMu ulnemnmc rUINA: w IIewUI lul Llcaalvl 12810 FERRY ROAND GREEN PARK RC♦ KAMMUNUAVt I V Al- VLAKt UK I V■IIEUM—MUaV 41M U[ REHABILITATE 4LOGD FEET OF 54NGH TO 154NOH PUBUCaEWER Fhl*V Mr KGMUVNL A I I ab IYNUrtn nc#. KGx -AIE bI—llbl 11-1IAKTANVaI- 4,475AM FY1E W..b vW EXCESSIVE HA CAMINO BUILDING BACKUPS. CMMbud—TUk SANITARY SEWER OVERFLOW 12919 032j ELIMINATION SEWERS,AND REMD)ECSo L,151. 1]tawan MY venal rtwl lull ur A Ix I eN I Sin oRblw I Y neu�v� onxn�xl Mlwwro rwu IAOD,000 FYI# Y81iAebr ELIMINATION OF CEO L-18I REQUIRED CwabwbmTak COMBINED SEWER OVERFLOW FLOODING IN A LOW ELEVATIONAREACONTAININGTWO MAJOR TRUNKSEWERS. IMPROVEMENTS HARLEM- BADEN RELIEF PHASE IV OMBERT) (OOODFMIMTO ARE PLANNEDTO BE CONSTRUCTED BY CORPS OF ENGINEERS CSO REDUCTION EFFORTS IN THE WMETFLOODIN6AND BAGEMENT BACKUPS DUETO oVERcHmcIEO 11709 HAMILTON) CTTYOFST 3,300ADD Fria W.01.9. COMMINEOSEWERS CInlMnluam Tm* CITYSHED HAILOMNr W KalarrxwelVlNLHelell- xANL1UN lY - MUILWrvu fIAUKura'Mu rLVuu— MI, IV WGNVKmuW UUMIINGU - 117a5 DARUERTRUNKaEWER CONSMUCTW300 FEET OF I24NCHTO 1OWKCH SEWERS, AND 190 FEET OFPIPE INTUNNEL 4A00,DDD PYIP vh h—M SEWERS CamhncHmTpk CTYNHED —Lter ewe- neutY rrlilat lr 1--.l)-nuUmM1A�I IU 'uNaIKW13,aM11tc 1 ur ainuN l u --a..k, morel:l— rlrem wnnk4MiUia4VTtt1 NuliWnY Plwlwra mu YLUVUalu w c l u wcKummwcu u—m Lu ' 11795 CHERRYTRUNKeEYYFRB NGL1WS kAYIiNbI Vm,AKU bNEUUKY t%lllNl mm—u11LIM OFSEWERLINING Ul1Nblml l/,VW KGIwdIrvUR aRIYI1MTatWtR. KCr1l16IYIAIc—rttl Vr aiXl'K — SODOOD. FY18 -- W.0—W SEWERS D.W 2— CTTYSHED 12304 (SAPPNGrON RD AND RM INCH.SEWER. PERFORM PRIVATE M REDUCTION AT25 PROPERTIES 2MI,DOD Frig WUMenWr INSUFFICMENTCAPACTTY FORWETWEATHER FLOWS, CAndmdnTUk AIMW IYnme Cap1111 HUNLEIGH MANOR, OLD WARSON, 71MBERWYK M REDUCTION CONSTRUCT CIPP PUBLIC SEWER REHABILITATION OF SGAOD FEET OF&INOR TO 214NCH SANITARY EXCESSIVE INFLOWAND INFILTRATION CAUSING SEWER SURCHARGING, 11BBa (S LINDBERGH BLVD SOUTH OF LIZSWGER RD) SEWER, 100 MANHOLES, AN D REMOVE PRIVATE DEFECTS rlalErlrK Air ntKAnlLIr hl M1.—A--14, ltr. by a1— usM llwa IKU IYIarcl, ll 370.0D0 FY18 W..b vw BUILDING BACKUPS, AND CONSTRUCTED SBOAMWATKIN. O..kU.iml TWC SANITARY SEWER OVERFLOW INFRASTRUCTURE REPAIRS UM UBILITATION)(2D18F RENEWAL OFTHE SYSTEM BY CURED41,144ACE PIPE INSTALIATIONWILLOCCUR VA REHA&LITATIOI 12M4 CONTRACTA CONTRACTS _ 2,SW,900 Pa 1A"U0111MbI C*ndru* ITak Aw11 Nala9lmlri R1nwr1 NFRASTRUCNRE REPARS (REHABILITATION) (�018) __ UK XCISYTEM 13YURED4MtA.enlre INTLLATIOVALLObUR Ylk EHA lung, 0.FNEVALL OFTHEBYStEY BY[MIREWN-PLATE FIFE INSTALLATION WILL OCCUR YN REHABILITATION VVMErEnMRECtSMU WECOLUacrlcn LeCKDMA! 1V1airvLn IN ONYETEIq ARE CAUSING PIPE COLIAPBES, BLOCI�DYWNB.A1lb 12D15 C0INTRACTB CONTRACTS. 2AmAoO.FY18 W1ueeMbr BUEDINOBACISIPS Uarwh.I lTkA AUNT M1m9Mml4 R—W Auk AINUlrntr tmtNINt mmtwmiipi :uimuuunwl Ent LYBIw1:1.ITAWrKuulluN - IYIIIYI(icuAM111tl eNllMwlxu wlYla,IMlgixba, apY1lK5 Y1 ul neK - ll0 NFRASTRUCTUREREPABIB(WASTEWATER)CMD) . CONTRACTSYALLSEND)WDAWARDED SAMARA: FY18 W1d—b' INFRASTRUCTURE ARE IN NEED O REPAIR OR REPLACEMENT. oJSTEMA ^�rLAt Wak OAW RNAk Cmb MplA A.W MMM9erIMm RewIW JEFFER80N BARRACKS TUNNEL (LEIMYWWTPTO LNRTII3NLY CONSTRUCT 17,9W FEET OF FOOT DIAMETER DEEP TUNNEL. ELIMINATING THE MRRTIGNEY (Pa08) WIICAYDIIDTNbNNSUVYL. PORLITISV0n1180FTHEfalIMIa SYSTFJY MEVUlN15rUIKABLEXGnTOI DAMAGE 11711 PS) ANDJEFFERBONBMRACKao,"PUMPSTAmm& 2ARLOW FY18 WaWelnlel IN HIGH RIVER CONDITIONS C*Wftm i% PMe I(SWPWmr#11ApgaPMHm) A1IMMMIe#ameMOlpalry JEFFERSON BARRACKS TUNNELGEYWY WVTPTO YART1fNEY CONDITIONS. PORTIONS OMaFiMEtYu;rLEmrOl DAMAGE 11711 PSI AAYYEL"KI IAL) IIImm V I I" [tA'm LH mu VLEM V 915,OD0 FY18 VVUbAE11r ' IN HKRX RIVER I.TJNDIrn me ErQIMMrQ WftQK.K @MI SNvIPU A.W M1T09IAIRk CMpaelY 12314 DR) REHABILITATE 1,300 FEET OF&INCH SEWER LLAIb1KUVII,AVI— Vr WNUHIGIUNIMMMIIMTbMLt Kt IUTAILIJJWrttI1A NVX 195AW FYI0 ---- EI(CE88NE VH CAUSNG OVERCHARGED SANITANYSEWERS. tul nce .1—INIKIIWmaI1KL*J*uANYWCIb71- C111m db.TUk AA1e[U..g n114 GP.ISY 12318 IunKNG9TON STUDY AR EA M REDUCTION KWVW M ktUU'VOLm(d xnU 13.VIIANua NrauluAl TO 31HW-H SEWER. PERFORM PRIVATE IN REDUCTION AT 210 PROPERTIES. 'NtKAMU—h-au—rxwrual lu.wrvL'al mrlex. reXtuKM YnNwISNxEuuLlluK A11TU 400AW FVla Wu[1RW1r SANITARYSEWERB. DINO ftW— ALUM Y1rMp . Clp-Ny 12317 R13) PROPERTIES 9SDJ=FY1B V16k—ar EXCESSIVE Y CAUSING BULGING BACKUPS Om.INKd-TUk Alml M.rm@—tClp.* IIRKWOOO MIDDLE BCIODL, SIMMONS. WILSON,W SARAR Y COMM UCTCWP PUBLIC SEWER REHABILMAT10N OF IS.ODD FEET OF 04NCHTO IZINCH SANITARY EXCESSIVE INFLOW AND INFILTRATION CAUSING SEWER SURCHARGING. 11205 REDUCTION(MAICHESTER RD AMD IDRIONOOO RD) SEWER, IM MANHOLES, AND REMOVE PRIVATE DEFECTS 455,Oo0 PYIS Wiiiii r UWLDNGB%aWPS,ANDOONBTRUCTEDSSOAOTNATDN. Cgpbyobm Tpk aMMARY SEWER OVERFLOW Tesar I ki-AKN. roar —.WIN UrW)NGWA —NI u1rATel'IearKIlAnY rleuer[b INEVrIen RU IV wIIMIaI KtYUIUt POMPSIAI ION - - .Am mis Waibwabr ' Wll!'Mlwlllll r-fsl XttUs rUlst kGrl%:eU [OIINmNaan lilK AAa.iEM11Rg—did—M 123M PASS CT) CONSTRUCT 2AN FEET OF 124MCH SANITARY SEWER 1S800D FYI@ Weatmwtur EJUSTBIG &NCm PIPE ODE# NOT HAVE ADEQUATE cAp afrY. Dman 2xN1U A1aetMUa@enNMCNPadty 12323 LAKE FOREST DR SEWER SEPARATION CONSTRUCT 1,e00 FEET OF 154WM TO 21-MCH STORM SEWER 14D,D00 FY1B VINm—W Iitrl- btPNiA.—I V MI' mk.t aUI— axI:KUrb wG I U OVERCHARGEDSANITMYSEWER& O Wn Selrl— ' CONNNED SEWER OVERFLOW .. KY IUTAI IUK Vr I M MalU 0--1 MUBIW IRt UUK-I IN 1—PIYt MGINW, I Ixal LEWY PUBLIC VI REDUCIION(21DB) CONTRACTA REOUCEPIJ CVI. Irt ..... Ium—l—rumK:ee0ex axaleN utllxb lne wHeumrl.AVe YIYe MtIXW IU 1,4W,000 FY1S WOMvbr INFLOWANDNFUTRw71011 O11USM OVERCHARGED SEWERS. CPrBMM&f Tmk SANITARYSEWER OVERFLOW - - 12(154 IEMAY PUBIICN REDACTION WO) CONTRACT A REDUCE PUBLIC VI SOM FY1S W1bk ' INFLOW AND INFILTRATION CAUSING OVERCHARGED SEWERB. D11p11 911Y1— &4N1rARV SEVER OVERFLOW LYKWY MAMIIAKY tlY#IEM IMYXwtYtHl'K (WAItKaxtU YGWUNMwb N1:tUCU MIUYNAM WKwutMtrvl SGiYIUCa, YIwNNI1W,'NIALTaW,AIbI YtmliN '- - 11148 CONSULTANT) SERAICESINTHELEMAYWATER#XEU,TOMEETCONSENTDECREEREOLNREANONNM 38DAM FY15 Waabinbr SYSTEM DEFKMENCIES NEEDNO CORRECTION PMRUbrW BmbU LOW 1— -MAY WWI. XUALIWAY KkVAI—rH l XGMLAA3UULJUWUAHtrttl Ur MII:JO)KAItUPAVtMGNI A1A1,Wu FT1S YI>nPYWGT UtItNIUNAINUVLWCktItYAVENGNI. MKIIUU I.I— TREATMENT TENT ANT PROJECTSCTCTS TREATMPLANT PROJECTS LILY WN:xbK YAKK lAllRllllU atYhK KELIGr @IINEVtLLAVt 1. rUe WGX tltM/AN1[I IVY I V YB I IlNI t bUIWINu aA1:KUYa out I U 12928 PRINCETON PW CONSTRUCT3,SW FEET OF 304NOH TOW-WCH STORM SEWER GNAM.Fri# WUtr,Ys OVERCHARGED COIBHEO SEWERS D.W a,— AUeI M.-a—d ClplelE LINDLEY DONE SANITARY RELIEF (FITO TO AaH1MDNT DR) NR- CONSTRUCT 7BOD FEET OF 124NCH To 214NCX#AIRARY SEWER. ELIMINATE CONSTRUCTED SSO BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS. FOUR 580 imm OO OUTFALIS 5"16, BP417, BP433, AND BP4M 650ADD FY14 W#"." OUTFALLS BP418, B1417, BPi3S, AND BP4M REQUIRE REMOVAL DeTT�B BANTARY SEWER OVERFLOW LMKOY—b I.X IUNNGLWJUIHUKI-GNVyUATAI IV 11920 RDPFARIQ CONMMTTWUTHERNPORTIONOFDMPSTORAOEYIINNELSYSTENPORTHEmmyvKkTERBHED •r,Hw tell K Mau e1UKnbt lunxry YunavLllwl run a�u�Ka, Mu uewAleXlxb 5"am FY78 VAISI lbr IMPLEMENTATION OF CONSENT DECREE REOUIREL1ENr#NEEDED. ' DSa18n8mbU OCNBNED SEWER OVERFLOW LOWER S MIDDLE RDP OSOCONTROLZSYST'EM RUMP STATIONS. THIS PROJECT ALSO INCLUDES MANAGEMENT 8ERVICES, FIELD INVESTIGATIONS COMBINED SEWER OVERFLOWS INTO WE LOWER AND MIDDLE RIVER 11109 IMPROVEMENTG(WATERSHED CONSULTANT) AND PRELIMINARY mixes. 7XADO FY1S 1NrMnl-W DEEPER EB POTENTIALLY IMPACTING WATER QUALITY PmIIIId-16—k1 COMBINED SEWER OVERFLOW 117M L KMLINMt{: KI-Ka}#ItM MIWNwtMtp l#- SAUMGARTNER TO FENTOI WMTF TIN NFL VVX#IMUVI IIGtY IUXNGL IV l:lI11YEY WAh ItVYAIFJ1 YkUM IM1G FGXIIIN WW71r IU IM1e BAUMUARTNER TUNNEL FOR TREATMENT AT THE LOWER MMBRAMEC WWrF. IAWCOD Fria YYebl.L. rGYNI NAM WNIr Ni AN IN IeXIM rAVIL11T ARUKtMwALIa YIWI Ur IKt REGIONAL LOWER MERAMEC FACILITY RAN PNp"RV&Aa WIN. AWd MmWmmeMCWSCky IirIYeK IAe1rA11tUKIVen a}aleM mrKwwen ls- reNlurLriYlr is ANmIeKlM rauu4IT MYNGNWALIa YMI ur INS 11746 BAUMGARTNER TO FENTON WWfFTOINEL BADS=FY1B WeMalwGr Mello ALLoWen mumm CFACLTTYPLAN DmgneMubU Aaa9MYm0..ECYP.* 12255 LOWERNERAMECWWTFEXPANSM PHASE 11 LANU-(.I:WIMt1-MNMIY-VN UxH I IN- A). KUMILNI I eAFMNYANU YWNAIIt W411rvu LVYYGN MGRANeI:Ymlr IUAI.tiUMUUAItluIul¢ILIA mu FUTURENUTRIENTREMOALMRMITREOUIREMWM VYWb1 KUUI IWKUYLMLN161 U I Rt KYAI bi GMb I U 1MYKUrt —U—T, KGLIUI:t M1UMUI I T. 10,000,000 Fri8 WrbrMbr NV IKltKl KEMWN YtKMfI NtUUWelRrllh NIU IwYINNWVI rLVrra AI THE LOWER MERAMEC VAVTF. D1Npn G.A.. TREATMENTPLANTPRONECTS 12010 CONTROL IMPROVEMENTS wlelG rutluu ul KLWYIIVn [nrnunneunulu AND YOOFY LIGHTING CONTROL SYSTEM& W%=FY1B Webw1M INEFFICERT XVAC SYSTEMS AND EXCE93NE HUANOrlyIN SOMEAREA& CGWvmbnTmk TREATMENT PInNT PROTECTS CEMETERY WEHNER PARK KENRICKSEMKWRYMD NERINX 12511 HALL) MwUNe uXeeK ueU Mrlrn a Hue LUIx tlI lArrNie rwwur } REHABILITATE PU&JC SEWERS 3,mum me Yvubaxbr EICBSSrVE W CAU31NG OVERCHAROEDBAMTARYSEWERS CmI*wbnTmk BANLTATTY SEWER OVERFLOW 11B5B (CHAIN OF ROCC80R TO CHU)ICN OR) CONSTRUCT COMBINED SEWAGE STORAGE TUNNEL ASSOCIATED PUYPSTATION, AND SEWERS. MA2QO0D FYSB WUt—br CONTROL OF COINED SEWER OVERFLOWS. ConMllNGM PMrlu I(SUPP%mnbl APPnprl ) COMBINED SEWER OVERFLOW MALIXe uNtul wu Mr Wl s Vat YHLALbI lrlAue rANYr T llm (GRAN OF ROCKS OR TO CHURCH DR) 4W.000 FYt8 Wat.Adbl CONTROL OF COMMNEOSEWER OVERFLOWS. En9YKaeQ DuiN C—In" lSaxbaa WMBINED SEWER OVERFLOW MAKR IYY/UX PI KtuVulAA1 IMAXUKt .KUAIutlV-1 lAIMtlIXUU 11JaKlrtcl lydmlallU 1pNUn aMIIMTatvlen.RY1RMYIAIC�,IW I'ttl Vr dlNlAl ' 1230 AYE) MUtlrtLLwKmKeuwlwnlwAMutl TO 1B81OIR8EWER PERFDRM PRIVATE R REDUCIONATFTVE PROPERTIES, - - IMAODO FY1a WUbrlMbr OVERMARGED SANITARYSEWERS uUEtlnlve ul wb —I ILUMIU lvurtura M YUYGXI%rcA1Kt4 0.0 S—i— AU Nlmalmxl Clpxk 1234a KIRKAWDRD) REHABILITATE 2DSW FEET OF BATCH SEWER. PERFORM PRIVATE IA REDUCTION AT20 PROPERTIES. 240AM FYIS W11iA88IN SANRARY8EWERS ONO S.If— AUWNlmg—d C+p.* 72319 YEADSANITARY RELIEF (LANOINEXR TO HEMLOCK DID CONSTRUCT 880 FEET OF10.1NCN SANITARY BENIER.ELIMINATE CONSTRICTED 38D OUTFALL BTy Bp, � 90,DW FY18 WLaOnMMe1 RTCf tlllNSTRUCmEDasa cure t. Bp- N REQUIRES CONSTRUCTED BP-iSB REQUIRES1NUlREMOVAL Delgn Smnu SANITppygEy(IER gyBpFLOW . NKial#iip'YI rLWIxYALL VKa YUMr GIAIXJMa - _ YYAJUYIYU.L VKa YUMr#IAl11.Wa. (llM1l ttl,ANUaI kuUYUNeb Me weal MW IA] ' 124M REHABILITATION REHABILITATE PLOORYALL RUMP STATIONS, GATES, AND STRUCTURES_ 2,500,000 FY1B W1WxWr 40YEMS OL➢,ANDNEED REHABILITATION. Ca111b11Wn TUX Av IAw2-0 R-4 BUTUV I IV r .-KI Ita IN I Xt NAMi LIUI:II VY rPIIIxnAiY- tlVr l' b1 —.1- RKu ulAlal K11l l I- - li= PARTAME AVENUE=0 BLOCK COMBINED SEWER RELIEF - - OF STORMWATER DETENTION BASIN. ut rNULANAI IU Xewue rxlvwleurl.uvaru oral nwl wxtlwxueb ur ICAO lxlu lnt 75DAW FYIB W.0111 s - - OVERCHAGED MAEIB AND BUILDING BAaOIPB, rnbwlGawXuca Yr lXrLu.rAnu lnnLllrXlwnnlm wcxuNAKUINu D.M. BeM— OTYSHED 11M7 PRIVATE INFLOWMDINRLTRARONREDrt."OONPROGRAY SANITARY SYSTEM WDAW FY10 Wmt lw. aANITARf SLIVERS Wmk Odr Rapar Coab(Cp" MWARYSEWER OVERFLOW CONSTRUCT 12.000 FEET OF 2WOOT DAMMETER TUNNEL DEWATERING PUMP STATION, AND eK, au1l44lr 11—. WIU CAYTON W OREEKWATERSHEDS POTENTIALLY IMPACTING WATER 124N RDP TRIBUTARIES 91EER CREEK) CEO TUNNEL CONSOLIDATION PINW, M PROVIDE A STORAGE VOLUME OF 28 MILLION GALLONS. S,%D,00D PY1a VIMM1wW1r QUALITY Db nS—IK, COMBINEDSEWER OVERFLOW Wastewater CIRP Project List PIOPM Lang None Dumphen Budget FkmcW P"WTppa P-N—DavTlb.B TukD."Iiw1 Propel 4.4 TYP. D—pl— NU11War -- t (xAtacwe AMPud YeIN_ _- DnC _ 12M0 M X.uul%i 11x1 RYANU nuYM BARRACKS RAC168 RD) REHABILITATE 84MANHOLES AND ASSOCIATED SEWERS. PERFORM MREWC7K)HAT 24 PROPERTEi. 130,000 FY78 WIRteBaBpT EXCESSIVE BACMTAB, 1ffll CgNPyopmTW Auel MwpwnelECapuW ' - AtU KL vurk1 U1w1N)n Y•d1 N[ELN Kt1AAUEYEne I V Mt LM111t11[N1 aeKV1u[ -MJM 12188 RVERPONT a PUMP STATION (P-M) REPLACEMENT REPLACE PUMP STATION P-M 700,WC FMB W.derwlu LEVEL DEMANDS. Dadgn 8SMM— AdMw�dR—w M.owI,L LaANIIANY N—i.LAV.- UNYt IV MAIN wlrbrXY1:141m YtAl tlE IpNLM 1 u l Nun u111111IIXT tlCYYCK.tu11Ur1A1t WrvBlMU—...V M[VJVAL tIr `YNhIAl1U14Yb'NNgni b[wtnu✓lNrLUNa ni - 125M AVE) OUTFALSL SP AND MI-011. 900,000 FYIG vftd—dr REWIRED Dedgn 5— BAMfARY SEWER OVERFLOW - tAtittltlwt INl4VIVIIMPI1.1 MAI WN KMUL I INU IN WILL11W lllw:N MANU - - lima ROXBURY H REDUCTION REMOVE PRIVATE M SOURCES FROM SANITARY SEWERS. 5113,400 1`1118 VAHA..Eel OVERCHAROEDSANRARYSEWERSL CWNFUDbMM, Pb.n 11 SANNITARY SEALER OVERFLOW - — W b1A11ta 1L1el Het11m 116P1µ:ewerv[ lu LCA1 1 wM12nl meryvlue 12123 ROYAL PINES PUMP STATRIN(P-T39)REPLACEMENT REPLACE PUMP STATION P-73D BODAM FYIB WaWwaM LEVEL DEMAND& Owr1h11o4m Tut A..t M01.9w111r9 R—WI 1HJLP)IHuVI IIU Y.b I ur I—W tux u—aI E[el is.rn[H, wNU Mel+lnue M1enlu l Eu Wrlula I KU61 unt MU ln—Pen 1AMNw lion 12830 82ND STREET IME COO SEWER SEPARATgN DEFICIENT INTERCEPTOR SLUICE GATIL 135,000 maWale..w REQUIRE OIRECTIOR. Cwabuchm Tat COMBINED SEWER OVERFLOW 1!IN mPMINGUMAk M MWUL'IIU/l 1—MU JAI AMUSMIIHEItLU PL) PWO-MM IWHIAI b M HELM%1 IMAI a YHLPtMI S{UW P"u WMteligls L=L&tl1Vt V11: MINU UVWMIANULUBAIIIAMY ftW 5. r:usblcg tl Auet Ihu" Ale C.p.* b I UNI/W I UN rU1VY WAM1— Nr11 i—YI-IMIu 1T21I GEORGIAN ACRES ST) OMMUOT 2,200 FEET OF 124NCH SANITARY SEWER. 17QW0 Me W h a. OVENOHARGEDSANITARYBEWERS Depn Sentee. And M.WN-A CW.* - IwNPsIAInm NawxluluUe nttw XtXANu1AIIYN Iuntuwx 12220 TAPAWWGO PUMP STATION(P4a0) STORAGE REHABILITATION REHABILITATE 1e0 FEET O1rBS4MW STORAGE PIPE, 5.000 FYIO va"MMa EXCESSIVE VI D-DM S.nb.. SANITARY SEWER OVERFLOW ltxauN=Ew m—uul—tl tamuM re hY nYIWU 12228 UWANYSDUARPIQT PERFORM PUBLIC AND PLiNATEMREDUCTON AT 1d}ITESSON CRERKSTUDypgEA 2�00,0 FW8 WeuNN adN EXCESSIVE MGV®IOU OVERCHARGED SANITARY SEWERS Dedg116enim AawtlYlagwrwli [:apRo6f lZQM IMURSIU . N[VUU I NHI JUHN S I AM N I-UUM5BWW I MU)) YtXfUK MWAIk MKEWUIILWA1 IUPHUPtKII" IWIMU.YYlN YlhmwtlN tAl"1b8rvt uluAYSINU WtKVXAMYtu 3Al111AHY1lwtelM ualgn tlernrr AAdMtlwg—t O.P Jbr 11LlLb PANH, u,,IiWW AN U YAKWtIU VI MLUw NUM wHO f 11YV 1 41Y rtt I Ur lui"V mMWRMT btYYGM: ktkA I A ILWTECt I ut 6iNln11 U —Un 12230 (LMINGER RD AND B MCKNIGHT RM SEWER 150,000 me W.A.M.W EXCESSIVE VICAISING OVERCHARGE08ANRARYSEWER& Dnlgn S—* A—tU.wgrvrat Gp.* UI ;MU E[t I UY W HIHl 1 V lUdNWdA NI1ANT beVUR. HeMMlA11A1 t 1q" ttel Ur 6 . 1223B TREASURE COVE [A REDUCTION (RISE RD AND BROOKSIDE LID INCH244NOM SEWER. REHABILITATE 123MANHOLES AND ASSOCIATED SEWERS 20DAW FVIB LllaaeMlbl BUILCINOBACINPSAND OVERCNAROEDBANrIARYSEWERS. Depn S-il.n Aind Ml.o#I 9CRT* —0). AN, .1—IC p n¢U[m , in Uw1V[Mailt l.ITT wA i.nbnw FOR FLOW ALLOCATION TO THE LEMAY TREATMENT FACILITY DARING 11992 UNNERBITY CITY SANITARY STORAGE FAGILT'(HAFNER CT7 O0MMUCT SA MILLION GALLON UNDERGROUND STORAGE FACILITY. 20,OOg000 Fn8 W..b.aka WET WEATHER EVENTS. CIrft .Tl.A Ad N... WMd Oap.dkt IIPY[N-JI— YANH IUWI I ANT NELHt kb VII UN IV —Ik—.I.--.l uE 1-,--11 AK,I,—"-C—I lNUtl—YKVJtl:I lu tur It W—Mu NAI: " AMU U✓—M(WutU 4NNI IMY>,GVY[Ka. 12243 CARDIGAN DR) CONSTRUCTED 850 OUTFALL lw315 SAND me Wnta CONSTRUCTEDSSOOUTFALLBMS REQUIRES REMOVAL Dwlpn a-4— SANITARY SEWER OVERFLOW VYYtm LIWVI: W4,,K N MIUUU1 IUM(Xt uuAL UY a WMauN NrJ1w1LlIAI"AWrbt1 LW&JNl.Y11U—N—WEN PWIFUM MIVA1—kWw11Un AI lb 12244 RDAND LAGUE RD) PROPERTIES. 21GOW FYIS W.4-1- BUILDING BACIGIPS AND OVERCHARGED SANITARY SEWERS. DuIPl a— Aaet M.age top..1, - - — I — I IlMW rtt I IJP111XU1 I V Ae111U-11 MIT btYYtllo. Iln•LYIMeu YR't IN I YwXtF - - - 11791 UPPER MARINE TRUNK SANITARY RELIEF PHASE N SECTION B EUMBKATEOONSTRUCTED88O OLMFALLBPW S0XUD00 FWB WaleANUB BASEMENT BACKUPS AND OVERCHARGED SANITARY SEWERS. CIMTSucbm Phae I(SuppinneW ApPopYlm) BANRARYSEWER OVERFLOW ' WeI.INEU aIAvI:N VVI:Nf•LVYYS InI UiIrY[h itlVtK Ytm Y[IrW nNU CONSTRUCT WIX0 FEET OF 24*00T DIAMETER TUNNEL, DEWATERING PUMP STATION. AND UNIVERSITY CITY WATERSHED POTENTIALLY IMPACTNQ WATER 12440 UPPER RPP(UNIVERSITY CITY) COO STORAGE TUNNEL CONSOLIDATION PIp1Ne,To PROVIDE A STORAGE VOLUME OF 30 MWON GALLONS - 80&ODO Fn8 WalmhT QUALITY. m,x[ulAnw:AL'Anl. clraAlnl�AL mlblew.ln wlmYYr YrnnAYe Pr.DrAlgl Sw✓w.. OOMBNED SEWER OVERFLOW OWSI RUCT UPGRADE OF ELECTRICAL AND MECHANICAL EQUIPMENT. AND SECONDARY Po CURRENT STANDARD&, AND SEWNDARY CONTAINMENT;; R ONeITE 12491 WAIMNSCREEKPUMP STATION(P-101) UPGRADES CONTAINMENT FOR CHEMICALS STORAGE S,OOODD prig Mfad—w CHEMICALS NEEDED. Land-b.Tuk Av tlla11g.11r1i R-r—I tltll$I iIl U11U11ttl 1KYAwC tlAN11ANr ioCMNYIAI DIN MiUYl 11EVUVc uwtaWV—,puN i,uwu ANU PNVAIY WUM—IHMKK1AM Ut - HLHANLIIAIIUM AMU WIWAUxAL:AUYtl WkI'u uytllldfMM+tUANU IlEIk1111AIPltu 116113 REDUCTION PHASE N OTHERNETHODS. 1,70MpMM. FY'IS Wa SANITARY SEWERS. Cann abl Phu&11 SANITARYSEIVER OVERFLOW I.'YNtlInUi:I I,JW rtt I ur —MLHI I V A,YM Vn xILIHM xtWkXx Yhuy Vuu IM 1A-MUmALIt wVr lu LWUNtl1ixY WA1CN GUNIPm WC I V IMAl1CUWll C 11212 WHITE AND RO IL STORM SEWER IMPROVEMENTS WHITE AVE. 140,ODD FV18 W.'t.Mbw COMBINED SEWERS D.wgn swrkw OWEINED SEWER OVERFLOW WMIIttlIIKl:i1 NIMP tl 1 Al K)A iP"Iml Nth)ItlIMIA11ue1 uK 12553 EUMIINAT10M ELIMINATE PUMP STATION BY CONSTRUCTING GRAVITY MAIN TO RNERWOOM PIMP STATION i6vo PW8 10,14k-Ml ELIULVATIONOF PUMPSTATION POSSIBLE DaaTASam.a. AwthhagalwRC.p.oq 1230E VARKELLOREEKWEST VI REDUCTION (BOWLEb AVE AND 141) REHABILITATE 8,100 FEET OF BINCH TO I2INCH SEINER 20,OOO FYIB WatwlNhr BUILDING SACIS)PS AND OVERCHARGED SANITARY SEWERS Dap1SNM.a Aaet N.-O. 1d C.pNa - YtnrunNru nneYtlilWwKAe1 4AM—M.n1 mtK✓..cm, Yv.rn.m, nwA I.Anuu[— BI88EU.-COLDWATER-MISSOURI-YERAMEOSANITARY SERVICES THROUGHOUTTHE BISSELL. COLDWATER. AUSSWRI AND MERAMEC WATERSHEDS, TO 11144 SYSTEM IMPROVEMENTS(WATERSHED CONSULTANT) MEET DORSETT DECREE REQUIREMENTS eft=Pile VYatel)IMeT SYSTEM DEFICIENCIES REWIRING CORRECTION. PlabaAWS—II BVNRMYSEWER OVERFLOW - rl" „ 111Vear AiAl lUrl ur ltir---L' uW V [ uvw¢1 [n arnene w CCN INSPECTION AND PHYSICAL INSPECTION OF SEWERS PERFORM CLEANING. CCTV, PHYSICAL INSPECTION. AND DBMS VOLUME ESTIMATION OF SELECTED NEEOEDTO IOENTOY PROBLEMS AND QUANTIFY NEEDED CLEANING AND 11229 (MIT) SEWERS. SERVICES MAY BE RENEWED THROUGH FY2019 BASED OR PERFORMANCE Z00%OD0 FY19 Mhd.u.b. REFAIRSAMPROVEMENTS. Y.Udw BUTb.. 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FY19 VbA..a CONSTRUCTED Pn 1-1 ftr BANRARYBEWEROVERFLOW - MOM--�It."""Ali MtM'- YMu1TM I T AYYMNlL1L Y14cb IValIWt11t11nC YI51 KIY1'a YRIA�nAM. bCRVI1.ta ANY IWYNMtlAL tltNVIUYRiANe KtNlNIttU IUtWYl41KI IMt UkfIKIDI'Pi 12382 TTDIB)CONTRACTA BE RENEWEDTHROUGH FYRA BARED ON PERFORMANCE. %OOO FY18 UnlWabd CAPITAL PROGRAMI. App..m SerAa. DWMICTWmE YtnNiAL........ AYM.CM[MI- YNVYe11 IT AYWIIYa1LL enruNMAm NtELlIIAYr'kA1WLL tltKVn:tN IV SHIPIVKI I Ht WBIKM:.. YNVtlMAM-tltNYILYtl NNY APAMglxµ xtHYII:tLi MitnWNHW IuaYWUHI INt WxInlUl'a 12Sfm (2015)CONTRAWB SERENEWEOTHR000HFY2020BABEDCNPERFORMMCE SAOMM FYIS U1wb.al.d CAPITAL PROGRAM. Appn1a1ge DISTRIGTWIDE ul,.k ...Vwlb WlKtr:N[NI-fYRUYtllIY111'1'lIMtl11L YEKrVNMMINttLlUAWIIAR)MxbnYM1im luxul+P[wRl IMtuMlkry:1>.PnuurlAw. stry✓1L:a ww, AYHW dCKV1UM AKe Mtuuer[UIVbU—UN11Mt M.1KIUI'a 123334 WO)CONTRACTO BERENEWEDTNROUGH FVZMRASEDON PERFORMANCE ®,DOG FYI9 U1w1oaM ONFITAL PROGRAM Ap-.01 Swll... DMTRICTWIDE MLNtM)LL—VI.. Po3K—h.I - PnLn1rN I, M'YMAIxAL I I OC 1nbl Mlur'6 YkV VMAlll. mtnYlVts WIT AYI'Ia1ltlAl tltkVlVGi)INt KEUWKtU I U tlUYYUN1 1 Ht UNiI KIUI'tl 123M (MB)CONTRACT D BERENEWFATHROUGHFY2DMUMBOO14PERF039MM. 8Q000 FY18 UnlWahtl CAPITAL PROGRAM App bSISerrww OurmeTWIME '' n[YMNUk N[YU1l;tMtN1 MttUx IlNt Il.tdl IFItU I XKUIIVHW I IHt U111I Itll:l, 1A1r1tlIMUlAll1X uA1eAYtYAryY W ItXIIAW ItYIXLb Ix.IILWXLAbx, xNYppM1c UK u1Xtn 12110I INFRASTRUCTURE REPAIRS (WASTEWATER) (MMI) CONTRACTS WILL BE BID AND AWARDED. 1,SOO,Om FYIB W.WVNbr INFRASTRUCTUREAREIN NEED OF REPAR OR REPLACEMENT Wrck Older R.PIr CmN(N--Op2UT AUNM..q.—NR.Sv.A UBAV M.I. AKY IYa ItM WYXWkNtNltl(WAItKl)IItU —un.-N-- YNV1aT1MIIW1NMstMtnl xtKVM1:1iN, MuaNIryY, AMALTx1e, ANY LsmM1iN 11145 CONSULTANT) SERVICES INTHE LEMAYWATER91MATO MEET CONSENT DECREE REQUIREMENT& SWp00 FY19 W.M..." SYSTEM DEFICIENCIES NEEDING CORRECTION. P I —I Soul.. SANITARY SEWER OVERFLOW Nq I AIyWJ Rt1 V aLSOIN[LUDESI4 LOWER 6MDOLE RDP 08O CONTROLS SYSTEM CES, INSEM SERVICES, PIIIIP STATION&THI6 PROJECT ALSO INCLUDES MNNAGEMEM SERVICE&FIEIA INVESTIQATIONS FIELDINVESTIGATIONS N WIIBINEDBEWEROVERFLOWS INTOTHE LOY)BR AND MIDDLE RIVER 111011 IMPROVEMENTS (WATERSHED CONSULTANT ANOPRELIMINARYSTUDIES 510,OOM FYI9 W.W DEB PERES POTENTILLLYIMPAMNOWATERQUAUTY. PwkmbrW Sen6— OAMBINED&EWER OVERFLOW NVVNgruN Yaem uvaaunurlln ... WITH FLOW METERING, INFLOMMNITLTRATIM MGM. ANDIHYDRAMic MOOEL W1MiATION& PPE FLOWS FROM INFLOW AND INFILTRATION DUE TO RAIN EVENTS ARE 121305 RADAR RAINFALL DATA(2017) SERVICES MAY BE RENEWED THROUGH FY2019 BASED ON PERFORMANCE 145MO FYI$ W.A.,Aw NEEDTEDTO PROPERLYCALIBRATE HYOR)WLICSYZMM MCDELS, WrAs SurN.. DUITRICTWIDE Yr IIAbV Lab 4NY[N YemlUn .Pb11VlOE8F ' WATERSHED YERAIdEC SYSTEM MPROVEMENTB (WATERSHED YSTEMIYrrOV IMPROVEMENTS SERVICES FOR MANORWABTEWATFR SYSTEM CAITTIROLS,TO MEET CONSENT DECREE RMAJ WAgr WATERaYOMU ONTItO S.TO EE'r DNSENrDECRn 11158 CONSULTANT) REQUIREMENTS, BOD,CDM me W.wNtbr BYWEII DEFICIENCIES REWIRING CORRECTION Plak..i"Sarvkn SANRARYSEWER OVERFLOW CONTINUE STREAM GAUGING DATACOLLECTION PROGRAM IN CONJUNCTION WITH WATERSHED AND RAINFALVRUNOFF RESPONSE OF WATERSHEDS AND UTILQEDFOR 1WW STREAM FLOIVGAIGE OPERATION AND MAINTENANCE(USG9) STORUMTER PLANNING AND DESIGN EFFORTS. 575XW FY19 Undacwhd WATER QUANTTY& QUALITY EVALUATION OF STREAMS V.n S— DISTRICTWIDE aI MtnM aNMYWN1a H NtV VINtU 14 W�YInoR l Y\AI EX 4Y1V.11 r PERFORM SAMPLINU AND ANALYSIS OF STREAM WATER QUALITY WITHIN MOOS SERMCEAREA CHANGES FROM IMPIIMENTATNNN OF CSC, LTCP, Sao EUMRNATIOIN, S 120M STREAM FLOW WATER QUALITY SAMPUNG91317) SERVICES MAY BE RENEWED THROUGH FY2019 BASED ON PERFORMANCE RSDJDD0FUT U.Wk..Yd STORMINATERNMAGEMPMPROGRAMS, Vander Sennr.. DWrRILTWIDE V .1 Kuul.ACE r I.FIo.INul1ualaNUN 1AANt1 tK n[wtM...M.—uuN.1 It— tu.tlu K[Mut UNuen.Vtu bsl✓ .tlNelaA1 t VL Inuul tY bau—. 11913e SRm STREET To I-170 SANITARY RELIEF (UR-M.UR-M OUTFALL OF421 5000AW FY19 Wadw.hr PREDECESSOR PROJECT FOR FUTURE ROO REMOVALS. CI b..bnTa SANRARYBEWERDVERPLDW Y Aw1HBPnbw[:MwR (xW lNtwel ut l,eluwwuwwneKlT u 1.1 Awreel Yrwmll aMrllMer aerren.nwaliu 1n1e 11,VAIrttl ur o-lnf:N lu�wawul rAel:ttlbrve wtlwulntnl•Le)B1'tl ANu urtnuHAMutu mANllAnr 12073 FERRYRIX SEWER 230,000 FY19 WLIMIMhr SEWERS IN THE ADAMS STUDYAREA C .kWt nTAek SANITARYSEWERDVERFLCW Vn 1nMnTrtn. nlLVeanC111YYaebtN MU, INcHTOVI:I1A Yttl Vr l) M 12075 SEIBERT,AND HAMBURG) PRFVATA1anNI1MIIONAT3 IPROPIMIIE81UJAN INCHTO iSINC/l SEWER. PERFORM PRNATEM REDUCITONM370 PROPERTES. SEWER.P PERFORM B10,Om FY1B W..Ierr.M MXCEL9NENGUSING OVERCHARGED BANRARYSEVVPR& Co1W11Mb11 Toldl AuntNNyaaiGp.* Wastewater CIRP Project List PrpJ.c1 Lp9 MNn. OM.Hp1Yn n GY-r P`�`ry,~ Amqu .. .. D._ .. 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OM h.Wpn T.Vr 9ANITARYSEWEROVERFLOW u-.--u AI LM= Mlwiulm •NCNNMW PURIU VI NGnAaIUTAIIUx UY INlrYWll: MkWtN nY.ltN UMlTN 1Kt WK.0 IX 1'lI1Vl Yp'L MLIKW.IU 120M REDUCTION PW COKTRACTA REDUCE PUBLIC VI 15SIXG FY10 Valt-hr INFLOWANO INFILTRATION CAUSING OVERCHARGED SEWERS. D.AQn SwAm SANRARYSEWEROyFRR,OW ' pNCULLmLLa aArv1l N.T ntxrw l'r1ALfG W(nGKV1Ut lJLIkI1AL - - - - 12MS COMMECIoNs"CHAMSER6 RD AND COBURG LANDS DR) CONSTRUCT I;IW SERVICE LATERAL CONNECTION REPAIRS aSDAW Frig VM.b..br FKCESSME UI CAUSING OVERCHARGED SANRARYSEWERS. bwyln AAttlMOlg--d C4p.* 120M BISSELL HILLS$MrrARY RELIEF PT CYR ROTO LEETONAVE) CONSTRUCT 2SBO FEET OF 244NCN TO 304NOM SANITARY SEWER. ZMAM FYW VMA-lr WILL1NV Iuu:MUrn AN.-NLHA-E. WU911-15bVr OONSTRUCTED 880 OUTFALL WL317 REQUIRES REMOVAL O.M. 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AND BPGm 1,Sfi0,00D Me MON.Wbr SEWER OVERFLOWS. Oran SN 9ANTTARYSEWEROVERFLOW 11M UALYAKY CGMbI tRy UIUHwh immim CUHSI KUGI CIUHAGG UASIK I -UK fL[1WB rKUM UVLN41ARGGU WUIH M-Ml IMUNKNGWM . 1:AIu,UN rri9 W.1IeNYls - WhROIA41-Ixuxx SkWFx lUtkfllrvli PUMYISIAl1UN la YGILIIMMlIIrMV MIU xCUYINen r.YlnbuNNfIb1I CRYSHED 12248 CAULKB CREEKA PUMP grATION(R75M REPLACEMENT ' REPLACE PUMPSTATgNP-750 5,779,000 ME WaMNaMr REPLACEMENT, OrIpI SNMcr BANRARYBEWER OVERFLOW Ia nAma n.ruweu.AKew r+.wl.LNwnlN rut INTOOERVK:E, TIIB F]USTING FORCEMAIN MUSTBE REHAB0.RATEDTO 12113 CAULKS CREEK FORCEMAN REHAMIJTATKN PHASE II mNta.-.-N uk-I&KNA NY dtVutx ANu REHABILRY25A00 FEET OF 244NCH FORCEINAN 4,GUM FY19 VAN.bA.lw - PROVIDE REDUNDANCY -Amumm-NunaewLNLlMee ulN l'KIIw IINU'IV C.Nh.0b.Tak ANei M.n.EINN1A R.nr.l 11917 2RI--NULUMV BLICMREDUO7ION CORSTRUCTBNCH SAM WARY SEWER LINES TO REPLACE DEFICIENT BKNCH SANITARY SEWER LINES 2020,000 FY19 vvemllYlar nr-Nlml 9UILOIG BACKUPS ANDSANrARY SEWEROVERFLOWS. 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PIpl.rroalSNMr. SANITARY SEWER OVERFLOW CONSTRUCTION MANAGEIIEHT SERVICES- PROVIDE CONSTRUCTION MANAGEMENT AND IN6PBC110N SERVICES FOR TARK.TREATMENT, AND a1aI kr1CTION OFST STORAGEPUM STATI NNNNMROTHE ITN CANBTRUCTON OF STORAGE TANK, puMPBTATKKIS JWppR OTHER 11151 TANKITREATMENTIPUMP STATION FACILITIES e,,.UN[:M.bMawnllAxT lKunAnrn[x Heeler Pngae-n PUMP STATION PROJECTS THROUGHOUTTHE OlfrRICT In rwlNeh ur l Nunnna~-LIkr-M ".Ia.IrInINYl414AW reel Ur lU1MO1 I V[44Mu11 8}2DADO FY19 W.Abvl.tr FACUTIES. P.robwNNlelNi- SANITARY SEWER OVERFLOW 11729 VI(SKMEml) SARRARY EEWER. ELIMINATE CONSTRUCTED GOO OUTFALL DP00$AND BP-W 2200,000 FY10 W.abwwr OVERCKARGEDTRUNKSEWER O1vNIm1NIbNTN4[ SANITARY SEWER OVERFLOW INWGr dNNun-UNIT ft.-(I-AezgKG IM NU IYIIUK I:Lwal rtlrl[ANArCbIISMYul1 aIV111MruCV4LK. WrvIIMVLIIUT PIrWCVI 1 V.-.A.. Cu1LI11NU bVlI:KUPN 1u1U UVGN4YUVlUGU nANNgKY EGYreKa. 12142 DIG GUN L6-FEDSSOOUTFAULBP-TI& 41DA00 FY1E V/YNWthr CONSTIRUCTEDS80 OUTFALL BP33REQUOULS REMOVAL D.M. S-A- SANITARY SEWER OVERFLOW -I-1ANY KLLILr"-1-NLYU IU - MWI b,NW YLL I Ur AA.l 11A10INKY nL.-1U-I-I. nUMLY1ANbalN ANY GLININ41! ' 12471 CONWAY RD) PHASE II CONSTRUCTED OWS. IQDOg000 ME W..bw.lar SUILONGBCKUPS AND OVERCHARGED SANIrARYTRUNKSEWER CbnWINbxL PIYr I(SIPpN.nl.rbl AppuprlMbn) BANRARYbEWER OVERFLOW Af Na Im Im ru.AA; ihWlll 4r*ltM Ublw I m-um MAUL HPemGIKUU, 10 " llA DEERCREEK FI)GLIC M REDUCTION WO))CONTRACTA REDUCE PUUUCK 11A00,900 PY1S Wed.l.mr INFLO ANDINFILTRATION CAUSING OVERCHARGED SEWERS OgRpNN%.11INL BANRAAYEEWER OVERFLOW Ul:f aN111ANT IunnCLAmIAWIVIARICUnIMuul uMIIn, rYMnnUn1AI1VRn ANuakV.eMxpx rJIULNNIYt INYWIMAMUfNrILINAiWq tllUellW aUnYlY1KY1N41n 11731 DEER CREEK SANRARYTUHNEL(CLAYTON RDTO RDP) PART OFANOVERALLWATERSHED PLAN FOR SANITARY RELIEF. 1,600M FYI9 WIN411mh. EKISTING BLAVERSAWDACRVATINOCCNSTRUCTEDSSOS Erok-ft Dung CNlNlnllpn ervk.l 9ANRARYSEWER OVERFLOW G4U AVM lrQ-LLNT AMU IMHL I ILIA I KNI VrIUOIW a HUMA-1411IN 11731 DEER CREEK SANWARYTUNNEL (CLAYTON RD TO RDP) 75,40DAN ME Vh.bN.bT EKSTINGSAVERSARDACTNA7NOCONBTRIOCTEDSBOB. cun1MIIGb1AFh.al(5lPP NNNf.IAPvw'dN) B4NRARYSEWEROVERFLOW uunl Wu atw[x rru mnI uN} IJt NGNVY tlNI w11ILL uualn V 11136 DEGMERVILLE COMBINED SEWER RELOCATION RELOCATES.SOOFEET OF COMBINED SEWER NEAR AREA OF METROLINK ROW. 2,70g0m-FY10 WIIIANI.br BLOCKAGES AND OVERCHARGED WAS CprbWbp.TMMN ClTVSHEb . IN l U0.1..KIlrn AnU We[NInANl.ell-rinwll9NY aLWCNa 7763E DELCREST SANRMYRELIEF OONSTitUCT 81WRARYSENIE INNATE CONSTRUCTED SSOOUTFALLS BP4118ANP BPC94. 64S,9W FY1B WIYbIrW TrVATI AL'TUVATIIW CONSIRVCTED8808. DwIp19.M.r BANRARYSEWER OVERFLOW LYAM51NUUl IffYl rtGl Ulf 1bJNln VAl IANT aGNlrt. U14.1[RI.CTI Vl YrtWrl:l l V LL1rNl e NUm 12152 E.WATSON SANITARY RELJEF(RUDSON LN TORICHWEWDR) OON5TRUC7EDSSOCUTFALLBP-409 210AOO FYIB Wab.Nb. BUILPINGBACO(UPSAN OVERCHARGEDSANRARYSEWER. DINIgI Su- SANITARY SEWER OVERFLOW tMil K UII l lMb rKlr<il INA[I n PUNralAl NUN Irvltal PUNY nIAIILw P-Ill nLLYn NCPLIIUlYI:NI I V Mkkl Wxxervl xeKVIVG 12154 REPLACEMENT REPLACE PUMPSTATION F1711. =A00 FY16 WINII-W LEVELDEVANDB. Cia b.. on T.Nl AIINLMNl gmNN11R.p.M 12155 EARTH CRY SHORELINE PUMP STATION(R70Q REPLACEMENT REPLACE PUMPSTATION P-701. 50DA00 FY19 WINUMMw PUMP n I AIILrV LLI11. Mitt-lsrUVLNInr 10 M..I W..... aenvAx LEVEL DEYARbB 1Nen I CNNb Anl Tt1G AwN Monag-al R..W PACQUISITION ROVIDE EASEMENT FUNNNO FOR CAPITAL IMPROVEMENT AND REPLACEMENT PROGRAM AND CONSENT DECRP.E, REQUIRE PROPERTY RIGHTS 12515 EASEMENT ACQUISITION FOR WASTEWATER PROJECTS(Z01A) PROGRAMWASTBYATERPROJECTS 1,00MO FY19 W'..bANhr ACQUISITION FOR EASEMENTS AND PURCHASES. Pn*ddv Rkft"Ab*kIf0n SANITARY SEWER OVERFLOW une NKeuuuIlVNleltwKl UnwBTMVV-IIJN - �AUG--wet WGAYIRk fL bµ UweNLMlWeu uBml MY - WAY1 REHABILITATE%20D FEET OF 54NGH TO ID440H SEWER. MA00 FYG3 WW1NW4r SEWERS Debn SwNls AN..I M..ININN4 Caput FGKVUNLW tllWligKY StYYLN I- I U -0 IUYMNUMU 11737 PARK) CONSTRUCTS,SWFEETOF30INCHTIG424 CHSANWARYSEWER. BL0OJ®FY18 WadmNaOw OVERCNMOED WENS, SANITARY OVERFLCYVS, AND BUILDING BACKUPS. CNNb0m, Phw I(Slppknwft AppoP1.SN0 SAKrARY SEWER OVERFLOW I-WKLANU SMM I MY KtWW rNNnk 111N. Llklu NIN1-1U I:uxa I NVV 14AW- I Lfi 1WMUK I U d44K: -HMV 6-11. UUM I INULNUI PNU.GU I I 12179 =RESALN) ELIMINATE CONSTRUCTED SSC OUTFALLS Wl 18 AND BP-133 7d0,000 FY1S 1M1'..YKYl.r EACESSNEM RESULTING IN OVERCHARGED 9ANTTABYSEWERB. D..4n9-S BANRARYBEWER OVERFLOW I my mlrxuunnbYllWrlrurtln:n NU IV - 121M RINGERRD) COMbTRVCT400FEETOF204NCHSANRARYOEWER 10DA00 Me WINbAN1w EMDEN) BACKIPBANDOVERCHARGED SARffARYSEWERS. Cnbub.Tak SANITARYSEWEROVERFLOW UUMn 1 NUUI -rtlI k ff-WUK nPl IN--.1 V PNWIUCMWl VALLLNak AWIIMNL weI 12181 FORESTVIEW PUMP STATION(P-1B9) IMPROVEMENTS WEATHER STORAGE AT PUMP STATION P� 1SQA00 FYI9 WWMINUM C4nbunh.TNNk AANN M.a9.N.MC.pe* 11141 rNtIIGNILTISINP21 UUMeINGV 6bWGK KGLIGr I:MM181kuU1 UKGtN IMPKASIIIVUI YIIl SCKUIIVItb IUINLLGVNIYSY81bN PXVtl1.bMM SJLALWU rYtb WrmNINr YYbKr;IAKVbUMNKtl. IWIWINl1UAOLUPBANu i-LUUONG L:NNNY IIINk CTLYSHED rKNAY l LNA4, Y11NWN V KIYI.t, [1ktIN lXetAplLl N Kp1AIL[lUry 12183 (S QUAD 144ANDCIAYTON RP) REHABILITATE 15.N00 FEET OF 84NCH TO 154HOH SEWER. REHABILITATE 08 MANHOLES. 2WAW FY79 vvrw-.r EXCEBBNE 4I CAUSNGOVFRCHARGEDSANRARYSEWERS, CN*tL[blTmk ArNM.n.2Nn II*cpep GENERAL SERVICES AKMREENENT-CONSTRUCTION RETAIN CONSTRUCTION NANADEMENTCONBULTAM FOR AS NEEDED BERMCE80ERYICE9 MAYBE THRWGHOUTTHE DISTRICT EXCEEDS THE CAPACITY OF INTERNAL 12398 MANAGEMENT(2015) RENEWED THROUGH 1H2mS BASED ON PERFORMANCE 2MWD FY19 VM.tA.ab. STAFF GbuNd S---DNYbN.Unkp.tlbn DIBTIUCTLYOE VGItlp 4-11-IY M-tMI-1A lwI T Ankw-Yt . KG I NN U.-rINM-A. MLeLlU fA 1.11b 6eYYGK[rwlllN tGlLVlI.>:n. Nr1iVIL:eS ANY GG VkU-. I VPYI UAL rMLutV I n I NKWINIVY I IMG 12310 T20181 RENEWED THROUGH F=9 BASED ON PERFORMANCE 300,000 FY19 11Y..bxN.r DISTRICTEXCEFDTHE CAPACRYOFINTERNALSTAFF. GBA-1DrHLN-ORPFIAg4 BLBTRICTYAOE OENERALSERVICEBAGREEMENT-6EOTECHNICAL(2010) RETAIN GEOTECHNICAL RRM FORAR NEEDED SERVICES SERVICES NAYff RENEWEDT1510UGN 4 RMG1NIUTTH DWMICT EEC EDTHECAPACnl OFIRr rmr.21.1a TNROIOxOUTT1E DISTRICT E%CEEDTHE CAPACTTYOFINTERNPL 12M CONTRACTA FY2020 BASED ON PERFORMANCE MOOD Me vd b..W STAFF. GSA-{G.A.W CMFFI.N. DtMICTWIDE Wastewater CIRP Project List Pra[aet LA119 NIIINa Drkrnptm NumbK GENERAL SERVICES AGREEMENT -OECTECHNK LL(MIS) RETAIN GEOTECHNICLL FIRM FOR AS NEEDED SERVICES. SERVICES MAY BE RENEWED THROUGH 12392 CONTRACT B FY20M BASED ON PERFORMANCE. GENERAL SERVICES AGREEMENT• GEOTECHNICAL(2019) RETAIN GEOTEONNICL FIRM FOR AS NEEDED SERVICES. SERVICES MAY BE RENEWED THROUGH 12393 CONTRACTC FY2020 RUM ON PERFORMANCE. V tjkA IitK WAVXkaMLnl'-akWClt VcrauN I— %cINX UGMI HIWM rVKM Rtt•y'•MEW-UtbIKM btXVKiGb MRT bt KGXGWGU IXXWVX 1TL1rIW 12308 CONTRACTA BASED ON PERFORMANCE uenkwi'rstlxv.-AUktCMGNI-.A.v"ft—b(Yne) M—NbMVLT HKM PUR Aa NttUtU MUXYt14-16bb. 9"Vl— KAr Ma KtNmtV 1"HUUV" 1240E CONTRACrA F 19 BASED OR PERFORMANCE. acAr btkVN:tA AV -thl- WH-Y tlixYll.'tC(IYl4) NtINNVV%YkTP1,9LMAbI w,uaUINCTbckNuta acMVKia NOT—KCNCWLVInNUUVN 12409 CONTRACT FY2019 SUED OR PERFORMANCE. UGXtHN-83 mV tM AVK—ml-W"-TaeKVIL2b(AnlR INNMUxYGT rINM rwL Ni NEWeJ aIlnVtT beNYlUta-MWVII:tM MIRY Mt KGNGWGV IXMVUUX 12415 CONTRACT 0 FY2010 BASED ON PERFORMANCE. u1:Nk MLK.—AUMeeM[rvl • auxvtT bth—n WQ RhAIN kU".*RNM�l11f Atl NttllWaUKYtI atKVlUtii-MtXYl4'2M IW1T tlk KkNkWtU txXuwM 12411 CONTRACT FY20B SASED ON PERFORMANCE UCNC b KWUeb N4ntkMCN1- 91—Y U-1— Wb) ALINN UUMWLY IYM PUN AN Na —SUN-Y abKNuta. SM.—NAY bt KCNCWGVI WM 12412 CONTRACTE FYMI9 BASED ON PERFORMANCE VkNVUIa I%IINIISWXIItI.LIrr I(iNUr)ifI1N11AKY Mbllkr tl1 NUL'16;NUFCC1—o-4NVnlUl1- QY uVO.Axt atWEK. Aa41YlUn b.Mllll-1llR gFIX1:X IU 12232 PHASE B, W AND V COLLECTOR(CONNECTOR SEWER' T2-INCH EXISTING SEWER GRAVOIS TRUNK(WHITECUFF TO RDF) SANITARY RELIEF SIXTH PHASE OF A MULTI4WM PROJECT THIS PHASE CCNSIM OF THE CONSIMUOTION OF 11,000 117M PHASE 'A (SIM-5ZI) FEET OF&INCH TO 72ANCH DIAMETER SUNA ELIMINATE CONSTRUCTED 850 OUTFALL BIASSL UNAVW I HUNK SAN11 MY M 1 Ul—PA IT AV KU=LA IY IV'bluKcwtI bkkb NIIMYRVJW, IVMIIIWRre ':'f AND PARDEE RD) SURCHARGIGANDELMluMAUCPAR�� S4IRCHARGINOAND ELN11=7=0011STRUCTEDSS08 VHARUIa I K WIKaNRI IANT al'u11XLt RAl:1u1 Y l AINCC LN 125M ANDPARDEERDI ukkkx Y Ktanlxe N neWulUn 11 eb VAV reknr 12372 RD AND GREEN GREEN PARKRD) PERFORM PRIVATE NPE REDUCf10NhT33 pRORTIE$ MTRUCK SEWER I'IIIIMt IY 91tttK1)-XANILI VN 1 V 11790 GAARNERRveR Tk11NK8EWER CONSTRUCT 2,9m FEET OF I2-IN[A17010BiYU11SEWERS. AND 190FEETOFPIPE TUNNEL XARLGMTATIO NtWtF YI1Atlt1Y(XtMEKI)-IKUNKalWax U 11W.9N rCCl urallVlVRCItuNek,llMl rttl uPUW LINWV. AXUbALT19WIN1t RCtl 1TB00 REHABILITATION OF SPOT REPARS IWINIaIAN aAM IAKT K[uer (U%YUNu Ave 1 u w NVae nlu 12259 AM NUTHUCT 70FIEF Sh EWER. I Ol-1"CH MI[MY UUNMRXUUI dWU rkkl LIr TbiNUxbiU111N[T atwex Pllu w KeuwlIUN eLMnnA1e UVNa1 kYUI eU U lam HERMITAGE SANITARY RELIEF (SKMEAIS) $$OO TFALISBP-ISI.fflL ,BP-34T,ARDBP,555. ' Ila ktrNnlArntNNKLIYAlIVk n[[ubnnC lUtX11rKV Mr b[W[K GIbANKh 1'WVlxbrra.Vuxa, INFRASTRUCTURE REPAIRS MEKABILTTATUIN) pMa) RENEWAL OF THE SYSTEM BY CUREDIN-PLArEPIPE INSTALLATION WILL OCCUR VIA REHABILITATION AMA CONTRACTA CONTRACTS esua Ake KA:nI INeub1 o[nu Ul.tnnuwa MJ IN6r[4.tlVha. INFRASTRUCTURE REPAIRS (REHABILITATI014(IO19) RENEWAL OF THE SYSTEM BYGURED4N-FLACE PIPE INSTALLATION WILL OCCUR VIA REHABILITATION 12010 COMITUCTB CONTRACTS "' AM XERAIK VN XtrIMMtMGNI Xtt1AS NiG 4UGNIIFIGU 1MKwlslwl Iryt VIb IKNt, Ix)Xo I%YVIKNI 120M INFRASTRUCTURE REPAIRS (WASTEWATER)(IOIB) CONTRACTS WILL BE INDAND AWARDEC JEFFERSON BARRACKS TUNNEL REMAYWWTP TOMARTIGNEY CONSTRUCT 17pm FEETCP 7FOOT DIAMETER DEEP TUNNEL ELIMINATING THE MARTIGNEY(Pm% 11711 PS) AND JEFFERSON BARRACKSM-308) PUMP 8TAnONS. JEFFERSON BARRACKS TUNNEL GEMAY W WTP TO MARTIGNEY 11711 PS) 1T142 JbNNPIUb b I A I ILN XVAU I NUH I H MAMA BASIN 'uw+l KUull l LN l IUN MAMA IN AHt UR NUN I H dALtN I NUR K SgYGH. ' WUIIa Iku6l IJAW —I k il-NVM -NIINw tltYYGK lAIIfIAYUGXV! MXVNti:l I V GLIMIWRIt 12MS LANG ROME SANITARY RELIEF "GO DR TO FLONDALE CT) CONSTRUCTED Sm OUTFALL BP-2a1. - - 'K-MIUNA1L—ttl V-IWXUX IV IM•1r1UX ab~ ralo-uKM WOVRI- M K[VN111UN AI IS l23Z2 IAYRD- RALLERIA VI REDUCTION(CIAYTON RD AND URY RD) PROPERTIES ur I K WIXIU tlCWCN tlTtll CM Vama ITC V VRC V IK l'IIRK TC Mctnw, I V 12054 LEMAYMOLIC VI REDUCTION RMS)COMRACTA XkMRtlIUt RTNN REDvcSPUBLOm Nw1AtlUlrCl NNVF IIlc NaMU bEWexbYbltMUhINV INtV 1-UGMARKHVt MUMW. 1U 12067 lEM4Y WBLICIAREDUCTION T2m01CONTRAOTA REDUCEPUSLICES - Ta1tM IMWRwCYtIpIM (YAnitnaHW 1tl YtKM]NMAM XGtUtUrKUUl4AM MNYRaGMGnI atXVlt-ta. 1'u4rinlnV,ANnLTa�. NNV LLOWN 11153 CONSULTANT) SERVICES N THE LEMAYWATERSHED. TO MEET CONSENT DECREE REQUIREMENTS L✓<Mgf n R Ktl UKN AI:I MITI W tlLUIIING WARY UKIVt 12498 m MWIFICATOrB REBUILD PUMPS AND INSTALLVARIRBLE FREQUENCY DRIVES. LNKUrUWCIVKNst luNneLauuln u%MGrM%u9uw9T Tu ' 11020 ROE= CONS( O. SOUTHERN PORTION OF DEEP INTO . TUNNELSYSTEM FOR THE LE. WATER$HED VIMMWIY I V UNAAr1U1c WMMIN[U tlr-wtH - lum IRRROVEMENT1• REPLACE 710 FEET OF 274NCH COMBINED SEWER WITH 421NNCH OOMBINBO BUYER ' [allnr K nlAW feel ur wV alLmwt I UNke4 wnkUuuLtKm au'r[na. nnV UcwAl [nlM1a LOWER S MIDDLE ROP CSO CONTROLS SYSTEM PUMP STATIONS. THE PROJECT ALSO INCLUDES MANAGEMENT SERVICES. FIELD INVESTIGATIONS 11109 IMPROVEMENTS(WATERSHED CONSULTANT) AND PRELIMINARY STUDIES - tArANU ANU UWK)Wt W61 WV LVYIGK MINA WWIr lurNuuxwAlalLllu%e RLwYtl Axu 122N LOWER MERAAECWWTP EXPANSION PHASE It FUTURE NUTRIENT REMOVAL PERMIT REQUIREMENTS 124M MACKUND PUMP STATION(R3D4) IMPROVEMENTS CONSTRUCT REPLACEMENT OFTNE LMCIQND PUMP STATION. 11B66 ARAM--Vau"VM1-1,.,., bn-xwut—RI (CHAINOF ROCK$ OR TO CHURCH DR) CONSTRUCT COMBINED SEWAGE STORAGE TUNNEL ASSOCIATED PUMP STATION, AND SEWERS. 47oV tlVTRYabILVU1LLalUkiWt FNI:IuIY 11656 (CHAIN OF ROCKS OR TO CHURCH DR) - - LLYial Kuul )4u—I uR 1-110-11AKY MMCM OUR I IOW MUY rK W eV1 IU EWIMNAI t 1Z 1 MARIETTA SANITARYRELIEF (CIRCLE OR TO FLORISSANT RD) CONSTRUCTED SSO OUTFALL BP-W2. NbalORSIX rLWUWNLa-'uKa ruMr tl IAl Klna - 121F3 REHABUTATION REHABILITATE FLOCfAYALL PUMP STATIONS. GATES. AND SI'RUCNRES, MItlMIb S— PWNUWALL VINE rUMY b I A IKJNa - 12484 REHABILITATION PHASE II REHABILITATE FLOODWALL PUMP STATIONS, BATES, AND STRUCTURES At" x}Vr1Eal ANU MKW MIM N KGUUU 1 WN I4UMW I Aft Kf:ryWIM IA I k♦b NAAMU-0MUAUMu AIW Me X&rC YUAN rNVAIt R) HLLIIU I IUN A I t11 - - ANDMAISHALLAVE) PROPERTIE6 NVIL I X wtvB I GXT IAxNIux I Ae, tlull l n—lwuw ul NLn 111AICL NPIIIIVLeb ANU AaMUUIK I W 5—rtK�uKM WMM 1 t V1 KGUW I IUN A IA 1230 REDUCTION IS BRENTWOOD SLVDAND MANCHESTER) PROPERTIES —NO—WHAM IV XtWUG rXTVAIt RirlVW IN{u INrILIlu110.11 atA1NI:CauF. wlVInc 11877 WUVATEINFLOVYARDINRLYRATIONREOUCTIONPROORM SANITARY"STEM. BW9M Fhuncid Pm1a1 Tygm P.M.. D-011- TukDuerp116n Prv-ISub TgP DunrpRbn Ammnl Yurr -, . Dna [alM TNROUGHOUTTHE DISTRICT EXCEEDTHE CAPACITY OF INTERNAL IRLDDFY19 WMknwrkr STAFF GSA-(G.."CIRPF1rdk CISTRICTWIDE tltul a LVPVARCIJRXYIOF ISTRICT FJX CEEDTHIEV GINrE RNAL THROLIGHOUITkTHEDISTRICT 60PO FY19 Wak.NTler STAFF GSA -(G t.M CRP Fur& DISTRICTWIDE mWCH ucal "'Amua 1Vbur pcl1 1Ik—umv10 1IA UOU WI 150AW FY19 klrYbfAW, THE DISTRICT EXCEED THE CAPACITY OF INTERNAL STAFF GSA-(Drrb10-L7HP Fudk DISTRICTWIDE IWkveT NEEualuauRrIAHII:AwIraL rxwtwnlnnuuamwllne SGJ=FY19 Webinir DISTRICT EO(CEED THE CAPACITY OF INTERNAL SURVEY STAFF. GOA•($~ CIRP FMIIk DISTRICTWIDE - - SON— NGGLa 1 V bV VPW1I U tAL vkwbulb 1m.— ul l Ent WOW FY19 WMXmwbr DISTRICTEXCEED THE CAPACITYOFIHTERNALSURYEYSTAFF, GBA-(SuftACIRPR". CISTRICTLMDE NOW-Neeltf lulwwexl u)Rrlex-rxwwiM InkuuunW 1 One WAW FY19 WArhA1bT DISTRICTEXCEED THE CAPACITY OF UITERNAL8URVEYSTAFF. GSA -(SWAY hCIRP F.A. DISTRICTWIOB MUKvtr NtE lVbi1lntAll VI "`FXWd ia-IkkwUlrUUI I— - m,000.FY19 111nkrkMlrr DISTRICTEXCEED THEfAPACRY OFNTERNALSURmeYSTAFF OBA-(Burmh CIRP FMtl1 DISTRICTVADE WWk N=M IUbUP"Iti IA- FKWWla InXVL WI IIIt mxm me WwhNdtr DISTRICT EXCEED THE CAPACITY OF INTERNAL SURVEY STAFF. GBA-(Su-0 CIRP Futlu DISTRICTLMDE ,AA—.l IUN—ka NEtiu I Mt W—M I W l u l nc Nl:w UKAVL1a 1,3MAm FYT9 VANIM N, TRUNK, OLD TRUNK SEWER NEEDS TO BE ABANDONED COMlurimlTuk SAOTARYSEWEROVERFLOW 2ATGpM FYT9 WaMMmlar BUILDING BACKUPS AND OVERCHARGED SARITARYSEWER$ CaluhlMPonTrk SANITARYIEWEROVERFLOW ' WGI VYt1[IXtN WLYAWIINU'arblkM aUKuw.KulxV )ANY WxalxuulW - - . 3S.9DOAOO FYI9 WMGAtlbr SSO ACTIVATION CKImudNM PIN- r(Slpprmmw ApµmNkum* SANrrxRYSEWEROVEkFLOW tlWuinell Rl—n I—bWa HCM Nu1NA G.—N/u venal KVU1 tV mD,000 FYSS WakKIRIK 880 ACTMATN)M -O.Wo SalVbN SAWARYSEWERGWERFLOW 32DAM FYw vw h.w EXCESSIVE YI CAUSING BUILDING BACIQIPS. CPII16.E.TART SANITARY SEWER OVERFLOW ' tlVKIIIXU ti.W.'ItUVM MURWVMNU Wt1V WtXU111ViUtU WMtlIMto ' 2,0m,000 PYIS WaMerwW SEWERS O0nWnmffm PIN—I(SuMI@ffwmApPvPijm* cNYSHED ' uulNUbwKuw Axu PLuuuxu uue lU wExuMxueuwxmxeu 005.D00 7YI9 WtlWA1mM SEWERS �TMk CTTY6NED 250M FY19 VWMtlatDrr BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS CKMkucB.T4Nr A—IIhIM9MIrM C-a* 830Am FYI9 VAN." CMIWIe6rn7AM[ SANITARY SEWER OVERFLOW Neu, ANu WAwleuaeWen unea Lo-lnul I V ao-lnUn In DIAMETER) ARE CAUSING PIPE COLLAPSES BACKED MANS AND 2=,0DD FY19 vm t—w GIRDING BACKUPS, C.Mxxl..TANr Arml Maal9up 1R—vd —tA U.- la-rnan I u »man In DIAMETER) ARE DAUBING PIPE COLLAPSES BLOCKED MARKS, AND 2A0D,m0 FY19 VA t. w BUILDING BACKUPS CaltlkWkllRT9kk ASK(Mu.W-11 Rum" UNWNWAkU LIc i kKIUIfAItU.—, M4nnU Nb—"uK ulnG1 - 5AODAMFYI9 WrIWhNT INFRASTRUCTURE ARE N NEED OF REPAIR OR REPLACEMENT V&Ik Oreur Rapalr Calk(sPWQ And M..,p IR..W CONDITIONS. PORTIONS OF THE SYSTEM ARE VULNERABLE TO DAMAGE ,r G3O F1%S vh.%.mr N HIGH RIVER CONDITIONS. anal alll la vnunnnuLu r1.1t wtUlery I GaIMhMbin. PW-I(SIIppW mMmIAp".PftWb) A.M M-9ex.d OS"* W OIIKa L.LykLf lux CONDITIONS, PORTIONS OF THE SYSTEMM ARE VULNERABLE TO DAMAGE 015,1300 FYI WA t d. IN HIGH RIVER CONDITIONS En*mrWQ DAM Ctl1IBuKMn SMYbn A— L%-0 to 1 C-7 * 1 MUW MrY19 YYIIlIYA14f VVt1RC11N1WEU MNRtl. MVKUMIk bA:Kurtl, AxuFISNIUNU. UmMmA.IRn1an CITYSHED ra ANUUvem:muK:eL Iwk11AAY aentka MUTE FY19 WrrkxWr CONSTRUCTED800 OUTFALL BP -I REQUIRES REMOVAL D-W BVMuu SANITARY SEWER OVERFLOW 25D,000 FVIS WubxWr EKCESBNE uI CAIBINBWERCHM4EDaMrrARYSEWERe. C 1W.D6Nn T.P AMW MMp0-0 C".* ;BmAm PY79 VAA.19. INFLOW AND INFILTRATION CAUSING OVERCHARGED SEWERS, CmlkuAbnTak SAWIARY SEWER OVERFLOW immmo WrWxsW INFIAWAND INFILTRATION CAUSING OVERCHARGED aewERB. Oibn Sr AN SANITARY SEWER OVERFLOW 1S0.0m FY19 Wrd.." SYSTEM DEFICIENCIES NEEDING CORRECTION Pl9bnNTM S-v- SAWTARYSRWEROVERFIAW AVIXV WMYM NtAXIxH INS krvY L4 IXkIK uakrU4 urt UreXRle 6%0m FY19 WkMe1M111 INEFFICIENTLY. CAUSING EXCESSIVE UTILHYCOBTG. Dnbn SMNrar TREATMENT PLANT PROJECTS SmADO PYI9 Wnhlrkr IMPLEMENTATION OF CONSENT DECREE REQUIREMENTS NEEDED Dnbn SMMnr COMBINED SEWER OVERFLOW 510.030 FY19 Wud l b. BUILNNGBACKUPS DUETOOVERdUBGEDMUNS CKr9u.Wn TMk CNYSHED COMBINED SEWER OVERFLOWS INTOTHE LOWER AND MIDDLE RIVER — FY19 Vfthm Mrr DES PERES PO[ENTIALYIMPACTING WATER QUALITY. P.1.0-1 S6NI— COMBINED SEWER OVERFLOW NVIkItWI KtMwILL rGRWI XtISUIKCMCNIa AMIUNJNIIUIMLFLUYYtl pI 10,UDDAm Fn9 WkdaMrbr THE LOWER MERAMECWWTF Dngn SMMrn TREATMENT PLANTPROIEUT8 hV Mr alAl IVY IItVITNk WFk VYT:R4:IlA:ktakW. ANY W W.e1:I K!N ' 40DAm FYI9 WaWp4br SYSTEM IMPROVEMENTS REQUIRE CHANGES IN PUMP STATION. Da9n ernes COMBINEDSENEROVERFLOW 21,95AN FYI9 WabMrbr CONTROL OFCOMBNNED SEWER OVERFLOWS. caikbllcllkrl,14-1 lmpp--W /ppmplblbn) COMBINEDSEWER OVERFLOW 4B6Am FY1S vhW wr CONTROL OFOOMBINED SEWER OVERFLOWS. gmh-ft DIt CKukWbn ell k— COMBINED SEWER OVERFLOW MIN--WV--Mu wbKUK Ou aN11lAKY akWeMa. SD,000 FYIS W.M.I. r CONSTRUCTED SSD OUTFALL OP-292 REQUIRES REMOVAL DINb11 Se k. SANITARY SEWER OVERRAN! ralAlllNb, Unl eb,ANu a11Wu1u KeMArm wen - 1A00I00 FY19 Vhd..br 40 YEARS OLD. AND NEED REHASIIMATION. DvMZn S— AIMN MBIganNll R—I reVU —A.11b PUMP b1AI—, UA I Gb, IOU b I HVV I UNtb Aft wtN 2,BODAW MG vhW 40YEARS OLD,AND NEED REHABILITATION. CINMprMbonT* AArgLMMt>I1Mnki RMrsl tK1: Wt 91U INVbulumu";KuraArloUYENUMM— SKODDFYID Yhm—W SANITARY SEWERS, OMImuclon Tuk AnMMM1GrmMNCApmft xu1uWU1NV MkUVUnlwwl by uuesave M[:walNa 6MOOD FY19 Wadr.RMer OVERCHARGED SANITARY SEWERS. Ca1M611NVVllTuk AMM MrIgBOKA CkpAIQI MIVKItaW.— Ur INRLIM' ANU INHL I KA IKNI ANt WtNl AM-4V Soopm me WadtMNr EAiITARYSEWERB COMA orhr RlgnP Oorb [CrpMN SANITARY HEWER OVERFLOW Wastewater CIRP Project List P.J 1 Lang Ntmn Dtt ptmn mNlpd PI—INl P.INE4 Typt Number AIN-1 YNNr Due CONSTRUCT 12pOD FEET OF 20FOOT PUGJErERTUNNEL DEWATERING PUMP STATION AND 12441 RDPTRIBITAWE80MRCREEIQCSOTUNNEL CONSOLIDATION PIPING, TO PROVIDE ASTORAGE VOLUME OFM MILLION GALLONS. 5=0m FY19 Wad.NNINr mt mi-Alt iKAXlteelw Plnum 10laVMut Jt—K. re PlIll PNIVNI t II H—UIILMAI LU 121M ROBYN VI REDUCTION IS LINDBERGH BLVDµD ROBYN RD) PROPERTIES 1311010 FY19 vd InASkr N1:Xu—k0AIu—ul^-H—(FUNt81 NN—l—IU IAAYmINUUI KAHUi-W'YNULMgI tLT t,VW rcG 11T 16-—lulbinNr WIYIICX aANIIAnY mtYYSKb 10101 SUNNY WOODCTy µDAPPURTEWWCES 74000 FY19 WaaNewlr 411-70YAlNY MMIINIT IRLILP OlMNANU YI K-1— VLAKi51 NYVI a,—Ltl Vt-111.11 UHa.AN11AKTtltYYEM. YtXFUKM YXIYAI t VIII—IIVx 122M (WEILAVEAND W4 AT2m PROPERTIES, 1,90EA0 F"9 WµlIAlrw SOUTH BROADWAY AT MERAMEO COMBINED SEWER CONSTRUCT WE FEET OP IWNCH COMBINED SEWER UNDER SOUTH BROADWAY, IN TUNNEL OR 10756 REPLACEMENT USING OTHER METHODS 15DAM Foe Wubnadr L'ON-INYI:I I,im1 Fct l Lk lm1nAA1 wllm — atWtK. ELNInAI E I%VNbIwV 1EU tiUl.I W I FALL NY- 12209 SPRING AVESµrrARYREUEFIYEATMANAVETO DALEAVE) 40 240AN FY19 WMMHTIer nl. AiaiVttN WNIIAxT xeu[F ln1.VAwutnal lux LAIN! .—U11,.1wteel ll leaNVt uANIINT[T nemKULMtmuenuL rxuaeul luel.Se1n0.1[ 12215 LAFAYETTE ST) CONSTRUCTED OW OUTFALL BP-110 1SOA00 FY19 - - CONSTRUCTB.600 FEET OF 15RCH SANITARYSEWER. CONTINGENLYPROIECTTO EUMNATE 12257 SUBTRUNK112 SANITARY RELIEF(BIRMIKGHAM CTTO COVE LN) CONSTRUCTED SSOOUTFALLS BP-2%BP-211 ANDU-218 280AN FY19 W.AWRter REPLACE1,1W reel x Io4NtrH ID rillin c anmmcru rrARylmx eI uAw ewllvfftrbEWtm REPLACE 1,150 FELT DF 16INCH SANITARY BEVABt WfIN 12-INCH SµITARYSEWER CONTINGENCY 119619 SUSTRUNKtebANTTARYREUEFIMUMELDRTOIEWNERIM) PItWIcTTOELIMINUEODNmticTEDSSOOurFALLBP-214. 45TA0a FY10 WttYvtlr Kt1WA111A1 t 4JW 1-1 Ut WN611 IU 1b4Nl:N mvvlm. IYXFUXhI YKIYAI L N NEW DI AUK Al lb 12225 SUGAR CREEKM REDUCTION JWABVMS AVE AND COUGH AVE) 2-11 PROPERTIES GOAN FYI9 Wd4NRMer 1LAVrv[ AMuwruNnlur M'K—Ul lux LANnb KUANU 12215 TONNE CENTRE OR) PERFORM PRIVATE IN REDUC710HAT 10PROPERTIES BIA00 FVID WttYyyr .INLAN wl WWl NYAa I— 1¢ucrac•VtlLt-h WNa fmvDi*Awrec l l lainulr-INumY atwtm. eLnulmi t wtwl m—tu eau uuel—ar- 12D9 RDTOHILDESHEIYAVE) 6111. BBDAW FY79 V&V.VM t r UNKEI tiKeGI VI XEWU I RUN Il NtlWtm B uNLtlEXl91 12M BLVDANDBUCKLEYRD) REHABILITATE 1S,f10D FEET OF bEWER. PERFORM PRNATEMREDUCHONAT40 PROPERTIES 240 FY18 Wtamw[hr 11982 UNIVERSIYCITYSANITARY STORAGE PACErFY WAPNER CT) CONSTRUCT" MILLION GALLON UNDERGROUND STORAGE FACILITY UYYmM MALIkt IXJNK NAXRAKY NFLtt YXAmt IVbtVlllxYV 12247 PUBLIC VI REDUCTION REHABILITATE 20A00 FEET OF84NCH T0421N0H SEWER VYYtn-11 Mac IKVnRaNIIIAYY nbUbr llnmha nI ]U 12242 LIBERTYTRAILRO) CONSTRUCT IGLOO FEET OF I54NCH TO MNCH SANITARYSEIMR, CONSTRUCT SAW FEET OF 2"IDOT DIAMETER TUNNEL, DEWATERINO PUMPSTATION, AND 12410 UPPER RDP(UNWERSITYCTM C80 STORAGE TUNNEL CONSOLIDATION PIPING, TO PROVIDE ASTORAOEVOLUME OFm MILLION GALLONS, 1SL5r[ UH-11 INNLBO'IAVtNUt UANIIANTREUI uLmIRuui 4,= Ftt1 UFiWNCN 1UM4 UNYANIIAXYS—Illm 1(UVWLCONLJR TRDN)tutrAllUVI V1 iM41Ytr Vt lwNun iu161N4:N dANnNITatY1YK.NtnN41L11A1t11W tetl Vr lwXL'JI 12233 "bUCTIOMM RPANPV1X7I8NaNNI SEWER. 1A'INJI Hl1uI l,iw FfLEI ut W nl:n Iuvr11AXY newAK YeKFUTiN YKIVAI t M Hewu1 wn AI w 12257 VALLEY VI REDUCTION(CLARKSON RD AND KEXk3 MIL RD) PROPERTIES. VDYLb T NUDI UYdNAUt Ur ••U I NILALMYnt4rYYAFALL DialEMm IU IAIHrttXl .IIIWUAIIW-Aw 124W VANCE RD PUMPSTATIDN(R472) UPGRADES ELEVATE SYSTEMS TOAVCID DAMAGE FROM NINTH WATER I— VIMUNUA VI ktUUCI Kmi IcLANmum muAxU mlAm iAVM) I:L MU017.1. Ithl Ut IHN1 StWtH. NtHAINU IAlt 2.110 tttl Ut WNUH StWtll. YPAINnWaMAWBn tlNMll W1Y KEUtr [AIAlAblA al IU In - 12271 AVE) CONSTRUCT ZWO FEET OF 24-INCH TO 274MMaNNITARYSEWER Wdbatur Dxwtn 1XuxmttrwrllnYT XeIIAIBu1A11 Yr AmuM 1107 REDUCTION PHASE IS REMOVALOFPU9IICM ulwarnmul nE4r aeYremalVruLEVNleawwra. euruwleuLNalwul eu eau �IU lrAlur filar lien WEST LOOMOOD SANITARY RELIEF AND SP-W. WESTBOROUGH-LUTHER-IAERMOD PLACE M REDUCTION UN 12275 KIRKWOOD RD TO F44µD BERRY RD) PERFORM PUBLIC AND PRWATF14 �raIAUII.m lr-acl) atulrAMUe 12288 REHABILRAT[OI REHAEILRATE 420 FEET OF9SINCH STORAGE PIPE 1225E WOOOHOLLCW VI REDUCTION 4,MAND PAGE) REHABILITATE 1.000 FEET OFMrH SEWER. PERFORM PRIVATE M REDUCTION AT IS PROPERTIES. ]'!Mf Wuulla MILL NAM I AM XELItF IHH I V NKUUK WILL LN) 1:mumu1 lAMM— Ut 124NLTIBANIIm BtW m BSSELL-COLOWATER-MISSOURI-YERAMECSNIITANY SERMESTHROUGHOUTTHE BISELL,COLDWATER, MISSOURI AND MERANECVMTERSHEDS.TO 11144 SYSTEM BNROVEMENTS(WATERSHED CONSULTANT) MEET CONSENT DECREE REQUIREMENTS CM INSPECTION AND PNYMCAL INSPECTION OF SEWERS PERFORM CLEANINQ CCTV, PHYSICAL INSPECTION, AND DEBRIS VOLUME ESTIMATION OF SELECTED 12030 (202) SEWERS. SERVICES MAY OR RENEWED THROUGH FY2M28ABED ON PERFORMANCE. ttT1FLmM Arh NT:eLRU W IY xraleLltun NOVA ultnnpV K aewena. aCRtmzh xAT ae neNEWeu I_OC: CCTV INbPECNOR OF SEWERS Q= TH ROUGH F1IM22 BASED ON PERFORMANCE Ma IILLLHI AAN Ut V Ntklr —1: ULNA IKUL UEYll:tb I KWUL'E N I UXMWA ItN YULUNGR I Int 11146 CSOVOLIIME REDUCTION GREEN INFRASTRUCTURE COMBINED SEWER SYSTEM. tN aAhItAXTmrnitx lrYltuvtMEN In (wNlcXnneu TeX uKMAU xeeueu YxuMNIW NAwILtnF ll atxwutn, Yl.wxxmu, AxALlula, Axu utsttal 11110 CONSULTANT) SERVICES LATHE DEER CREEKWATERSHE4TONEETCONSENr DECREEREQUIREMMENTS uenelw.bemvlueawnEerenT-MDYekITAtrkwaAL YtnrUnMrw NctUtuAYNwaAL aemluea lUauArurtl lHe ua1m1u1a rnuVrntM. a[Hvluea rrMT 112362 C.)CONTRACTA NE RENEWED THROUGH FY202D BASED ON PERFORMANCE VENEKALNEKYIIAd AVKEEMENI•YIIIX'tX ITAYf1UVafLL YFJIFVNMAa REEUtUAYYIWm4L tltNwl:ta lUaUYYIM[I Ant LYBIXIDIYIYwUKAN. atNV1UtN W1Y 12MS (MS)CONTRACTS BEREREWEDTHROUGHFY20MBABEDONPERFORNMC;L ntXALaekYx:ex AUxtertYl - T4[LAroK 1 r wFrlrrvaw anE xtrWllxn lu aDI'1'Llfrl I ht NhInI V llT YNULrIrNM. atnvl•.--Mai 12M (ZMO)CCMTRACTC 69 REGWEDTHROUGH Peg=EASED ON PERFORMANCE, UentlVll aekvWea Awneerrnl-rrMtTr1TAWmwaw rtLrrUhrrVN NeeOeunrrHAOVN btkvfl:eU luawnlml Inc Lla1R1u1'arwUmwA. semvu.ea YUVT 12335 Wa)CONTRACrD BE REMEWEDTHROUGH FYZ® BASED ON PERFORMANCE Aa NEYAIN VN KtYLAI.TIlNI MEEUN AIit IUtNle@U IHNWDNWI IKt IAxf NIUI, IAINNI KUUIIUN 12010 INFRASTRUCTURE REPAIRS (WASTEWATER) OM CONTRACTS WILL BE BID µDAVWRDED. MnY m4NIlAXT xTxItMIrIMWtMeN Ib IWAItKaN1:U rtNFUXMIw NEtlleu rinxNrlw rWW1UFMRlrl atxVIWI, YINXXInV, AINLTxHT. ATru ta:allah Ilia CONSULTANT) SSRVICSS IN THE LEMLYWATERSKEDTO MEET CONSENT DECREE REQUBEMENT& utb"N Vr 41.YW'Ell ur UYDbIUMilwt I Vnn[L, tAlnmwLa 1— atWena, Amu VErtN1 [nlma LOWER& MIDDLE RDP 080 CONTROLS SYSTEM PUMP STATIONS.THIS PROJECT ALSO INCLUDES MANAGEMENra ACE6 FIELD INVESTIGATION& I7109 IMPROVEMENTS JWATERSHEO CONSULTANT) AND PREUMIIUIRYSTUDIES. IICrAuU aMETERING,INFL WITH FLOW STUDIES. AND HYDRAULICSNATIO gluB.x QuVhuNbFlt LnTeATION YDRAULICDMODEL 12MG RADAR RANFALL DATA COMM SERVICES MIRY BE RENEWED THROUGH FY2aZI BASED ON PERFORMANCE 2DA00,000 FYI9 4.10OA00 FY1S IA34 00 MS SOQ000 FY0 1mL%lxLl FYIq 1,42AC00 FYI9 40MOOD FY19 1A04000 pY19 5414UJU FY19 2940M FYI0 1ADDAm FYI% 25%000 FY1S SMODDO FV19 30,000 FY19 I%00D FY10 4M1,MRl 111I Gm.ODO FYM 2ADDAM FY20 1ADMODD FYM SAODA00 FY20 summ FY20 W.ODD FYN 000W FY20 00000 FYM WADD FY20 1,%DAW FY20 B®AM FY20 50.000 FY20 1WAM FY20 W.M.ALNr WMMVNGI VA.W.ahr P.bWN D—plNn Tuk O..,Wt pn wvwmtuacwtrtwwLVTw In In mAL.14 rwarlun,ww CIAYTOMACREEK WATERSHEDS POTENTIALLY IMPACTING WATER QUALITY Dawgn B MNiS ECCESSWE VI CALMING BUILDING BACKUPS AND STRUCTURAL ISSUES CmldrIi—Tmk 0ASEIINRT BACKUPS AND DVERcKARQED amrARY SEWERS. D.Qn Belrkaa OVERCHARGED SARARY BEWERB DNlpn SBMNL ntumrncXwZ IEIIluxxltovrlln rvux�Xuuo GRADE CHANGES µD BELLES. LINE HODS DEBRIS AND BLOOMS EASILY CAUSING BrREET FLCODMG D.W Servleu VVtNV UG1tl IIMYatWt tC AIIUROFWNbl XUGIEUbW OUTFALL REQUIRED. D.SNS rd— OVERCHµGED2µITARYBEWERs, ELIMINATE $SC BRAD D.W 8- -W. — - Arvu uw:Kt,YAkntu-1.—I .— CONSTRUCTED BSO OITPALL6 ",, BP-211 AND BP-218 REQUIRE REMOVAL DWd. Sm—lI BUILDING BAGEL PS S OVERCHARGED SANITARY SEWERS. CONSTRUCTED SSO OUTFALL BPL214 REQUIRES REMOVAL DeLSn Serd— ONERCHARGEDSANRARYSEWERS 61:Wtkn.l 6lKLAlI mau BNB REQUIRES REMOVAL. GYirzN3lVt MU lft wxu4NE D/WFYra mu DYclas SANOARYSEWERS. FOR FLOW ALLOCATION TO THE LEMAY TREATMENT FACILITY DURING WET WEATHER EVENTS. BUILDING RAMPS AND OWRCHAPoMED SIWITARY SEWERS. WERCHARGEO SANITARY /EWERS. —ft.acwtnww_ InID urmtn mlrtn LIED rEmtm Amu UMMERBDYCITY mTENSXED POTENTIALLY IMPACTING WATER QUALITY ISUL,NNU NA:ICIlY4 AxU WtXUxNIrUtU SAMIIV(Y Smhm G(iENU1Vt VI4:AUliNU tl111WING bl[UIIUYtl AWUwtNUNANUtU SANITAAYBEAERS tr.[sa PI LNVAn1V-ILLNIrr UINaI -/1nU UYLNVIMK4EU =ITARYBEWERB wiE"hu Mu IN mm u•KEYLIII:iNeN 1, mu a NulQ OPERATED DURING HIGH WATER WILUINU B7AlINYB mu LlvEHU Who liNNI I my tIlmlIlb. OVERCHARGE BAR rrARY BEWERB 9YILLNrry BA[:RUYS Wt III wEX1.1AKbtV AKV UEItKKlNAIEU SANITARY SEWERS fL4aexenl awuwl+a AxuwtNurlAlrueu 4AxT1ANY ntvAtxm ACTWATWG CONSTRUCTED "OS BUILDING B WKUPS AND OVERCHARGED SEWER& m 1 LArwue n[wn XtlwwulAlllw I V xaTxlL.t E%CESSNE IR uDeaarve v1 ramlwnE amtunrV aw:wta Amu wewwtmreu SANITARY SEWYER& "`l`W UbU IUWI I MY UE KK Cwwhlcbon Talk CnrdburSm Tdlk OwlOn Scrim C—bu b. Tu11 PrareJ Sub Type Dn..Opt— COMBINED SEWER OVERFLOW 2ANITARYSEWER OVERFLOW And MLug—d CLp.ly AaaU Mur9unTtCipaoq ORYSREO SµITARY SEWER OVERFLOW SANITARY SEWER OVERFLOW SANITARY SEWER OVERFLOW SANITARY SEWER OVSRFLOW SANITARY SEWER OVERFLOW Aeret RMIm9alatd C.X* SANITARY SEWER OVERFLOW Amt Mm9ened MP.Vy Cwmblcbm, Phm I (BWPWMW MlMp opkBm1) . Amt Maaa9amrg C p,* Cmrb.d—Tart Met M.InNom mart Olperly D.Wn SMyKAa' AIM M..Ng KQp> Pl-Dlm,W trmrll a COMBINED SEWER OVERFLOW I:arablrbM I— Aid M—gonnart CLPEW CNR9N1Rn Tfdt Axat Merllrllrll cap k Canablr9Ln T.k A k MLrlllpnillrlt C.P.* D.W Setneu Ault Mrspxlwlr R-10 urllmlxmn Im Ardd M.MmlllR Capdbf D.W S.11— Auld M-9—It CePeay CanmrmoonTL4k SANITARY SEWER OVERFLOW D.SN SaA'I°'Y SANITARY SEWER OVERFLOW C.Nlb- nTLdT Mad IA-9-0 C"-W Ca .b11A. Tuk SANITARY SEWER OVERFLOW rlxxtarem Tuk AAart RLLINpelmnt CyLCKY LYxnNuctlm leek Allat Mhm9mlNrt Coady Wn0ru0r SYSTEM OF REQUIRING CORRECTION. pmh..b.W 6enbu REEDmute IDENTIFY R BUEM& NLQU vWL¢IED DCLEA Id NEEDEDTO IR NEEDED ClEANINGNRD VEMENROBtEMBANDOUANTIFY WtmTn.NrREPAI—INVIMPROVEMENTS, Yemddr8ervkeM YEW mYes11MNI1rrx uF mervelw In rv[eLev 1 u Ilxry APT rXuaL[Nn WUNrrls µDQ1ANf1FYHEEDED REPAIR611MPROVEMENT8. Veedm Senbu WNI XUL AInU M1cvDl.l RUN OF LVMTNNeU hlYYeT V VtntLVWa UTAdAAM,N REQUIRED. C—b"um Tads WILAnV Bww ra µU-- W -US 11-1 a.WENNM: I IYA I MV W.-h WW CONSTRUCTED SSM PrdRulpml 9-- atNVlta:n (VIE XwVlxtu 1u teuY14xT1 rot uW I XY.I e U11L7ode4 CAPITAL PROGRAM Apprdul8enrw INI11wbAL IIeNnUW wle keUDlkcD T� avYNT1I TRt LmII mW I -a IhNNLmmld rAPR'AL PROGRAM APP."S.— AYI'11A4114AL atKY14:t5 ANE NtUVIKW IU WYYUM l NNE 1A61 XN:I'a UIINouG4 CAPITAL PROGRAM, APP."SlmmEm NYrlrwmPl atxvl[A:n AXe KwulKtu Iu murruNt I nE tAn1 N— m UNN1.ded GPITAL PROGRAM. AppthW Bll— IMNLW tU—u vt1 tN.—I cU,N-lb, MAnmUlta, al:Irerra Lllf DI HEN YVarNrlalal INFRASTRUCTURE ARE IN NEED OF REPAIR OR REPLACEMENT. YNA Old. Rtplr CdebIN- Gapb) WINNINI Ir SYSTEM DEFICIENCIES NEEDING CORRECTION, Prd..WW8.#J— COMBINED SEWER OVERFLOWS INTOTHE LONER AND MIDDLE RIVER Wutmrler DEB PERES POTPNTIALLYIMPAC71NO WATER QUALITY. ProltnlalN spdws PIPE FLOWS FROM INFLOW AND IN FLTRATIOI DUE TO RAIN EVENTS ARE WaebxaRr NEEDED TO PROPERLY CALIBRATE HYDRAULIC SYSTEM MODELS Vender SI-Im SANITARY SEWER OVERFLOW OISTAICT WIDE DISTRICTWIDE COMBINED SEWER OVERFLOW RAMIARYSEWEROVERPLON DWMICT WIDE DWMICTVVIDE MSm=DUDE D16TRICT WWE Amain m9mwt RNN-1 SANITARY SEWER OVERFLOW COMBINED SEWER OVERFLOW mamICT WICE Wastewater CIRP Project List p—, Nupber LvnS Naml Dasenptlon BU11pN FkNneMl AMpurlt Y— Paled TYPa Dt PloMwn DMvnpth. TMk D—ptlan ProdSubTYpaDINVIW— rt[im[mwIAIiI[oa urRrtwur wvr.M[mtasl-uwC1t �[rtrNixllla n[[ucv rnwlww wkrviu�w[nla[nnlce,ItiuYnlma,lSnM1LIgpMNY Yoiion �- .en. .. MFRAMEC SYSTEM IMPROVEfENTB LWATERSHED SERVICES FOR MAJOR WASTEWATER IYGTEM CONTROLS. TO MEET CONSENT DECREE 11153 CONSULTANT) REQUIREMENTS. - - 800A00 FY2D 1YMYMa1Mr SYBTEMDEAMENCIESREOW NGumREOTTON PlobrabAal Sanloa4 BANITARYBEWEROVERFLOW CONTINUE STREAM GAUGING DATACOLLECTION PROGRAM IN CONJUNCTION WITH WATERSHEDAND NaleUrntu lu "'LP". "Cm aluKMawa1[rt RAINFALURUNOFF RESPONSE OF WATERSHEDSAND UTILIZED FOR lam STREAM FLOW GAUGE OPERATION AND MAINTENANCE(USG% BTORIMMATER PLANNING AND DESIGN EFFORTS, - 59% W FY20 UPIAMMal WATER QUANTITY E QUALITY EVALUATION OF STREAMS_ Verakt 3al%vaa DISTRICTWIDE PERFORM BAY DF STREAMWATERO SERVICE AREA CHANGESN. L MENTATI IUF.CEOL r,SSO rMUNJ11 IMPLEMENTATION CHANGERFROMMAEd1ENTATIOHaFMS. LTCP, SBO ELIMINATION. 120D4 STREAM ROW WATER OLIALITYBAMRING(2mDJ BE RENEWED TH O PERFYWITHINAISD7i THROUGHF BAIEDON PERFORMANCE 8�,000 FY20 UrWlabd STORMKKIVR VWT1W 8ervba DISTRICT WIDE 11903 MMD STREET TO I-IM SANITARY RELIEF CUR43% UR4M GN.I K—.A1—RENEWED N- A.waIKUUI b,MaI FCkl Ur lv.N1N11UdIhIXVn LNMtltX tltWtN.tUMINAle UMlktliXUU'IeU lsall OITTFALLBPd31. 3,O511A00 FY2D WaabRMW UNUL"H Usk! kh.bu imI 121M 211NUCN5flklu akwkN,buMI1MIt UIJXKIHUG Itu LtlU bYl21, PREDECESSOR PROJECT FOR FORME SSO REMOVALS - - CmINklim Pbwa I(8LmmKN IIIAppvpvmm) SANITARY SEWER OVERFLOW 12085 SELL.ERNuuWJWARYREUEF¢AWEtmi,mm Nisuu N tllaaCU.-WFL1YYRi kK-MNBWKI•ME%ASMtI: WIRIUM CQNSTRIICT7,AWFEET OF12LDYCMNm4y0IkNh—I. NtMAtlIU 10.NIUN ur iXt WnLW aLtiVek NiTal)M —IN: lilt WNW m Yuwe MYe MCInw,Iu 1.1108GW'FYlO WaMeuetar ' Mi lterieK lAita KUl MYt [ewAul T I U UJNvtY AialUN STORM STORM Con�udwnTuk HeN 8gry11nWAgpoNN 1203 RBDUCTIORMMOONTRACTA tllBatu-uLRVNaAI tx-MltlawN=btNANt1:W11LK:M REDUCE PUBLIC VI ktKAtllLIi AllUry Vr IHt W1AA(.tltWtN MYM1CMUtlINU IXCI:UktulN tAAI:t ISreMtIXw.IV 1,818ADO Pm 1AMalvpataT - - INFLOW AND INFILTRATION CAUSING OVERCHARGED SEWERS, CorsMrlan Talk SANITARY SETTER OVERFLOW 129M REDUCTION CDR) ODNTRACTA REDUCE PUBLICN 190,000 FYM Walt w NFLOWANDINFlLTRATION CAUSING OVERCHARGED SEVERS. 0.0m. svMaM SANITARY SEWER OVERFLOW tlWMYLL-UUUWYAI tX-II1a1k7VKI-XknAhi—WNkJS:In' K[NM1tl1U[AlxiN u}IntwletA: atvVex bvalaUii ualAU lnk UYXCUIn YUIVe YIYt MCIXW,IU - - 12501 REDUCTION C2=) CONTRACT B - REDUCE PUBLIC MI I ...... . Kt[IACUrmwiwM W4Nkbcx[Kf acK CdL6.rLlnnYlu, IwXLlab Rrvu Y.. 34"m FYM 1Naalealahr INFLOWANDINFILTRAT10N CAUSING OVERCHARGED SEWERS. 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PMbMIbd Blalfia SANITARYSEWER OVERFLOW OONSTRWrM M4NAOElENf SERVICES - - - PROVIDE CONSTRUCTION NARAGEMENTAND INSPECTION SERVICES FOR TANKTREATMENT AND u[wutlMatOKI—NMI-UNKU-flun VN MI —I Nn'1 vw lac CONSTRUCTION OFSTORAGE TANK PUMP STATIONS ANMDR OTHER 11151 TANKI'TREATMFRTRLIMP STATIMJ FAGUTIEe PUMPSTATION PROJECTS THROUGHOUTTKE DISTRICT SA0,000 FY2D Waabxahr FACILRES P.IMbWS-6— SANITARY SEWER OVERFLOW 12131 CONWAY VILLAGE SANITARY RELIEF (CONWAYRDTO III) IAIVOIKUAUii, raNlLcr INuual..m. I[a—t .N - CONSTRUCT 4,700 FEET OF 13MCH SANITARY SEWER. KJLWIU JAIL LUAIPLLI GT WNGN IU_HGN tltYYele-_UNM WIMIt41_UU tIUNAI 13 SUMAM FY20 Wlebxetar 1,4511NU um- UUttl NUr KmL I nt LN•ANI T I V IANNCr I nC DE81GH STORM CAUSING BUILDIRL BACKUPS. 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REHABILITRTE I2�FEET OF &INCH BEYIPJI. EKCEBSNEMFLUNS ATTHEYMCEROAD PUMP STATION AND GRAND 12173 IT rllA VMICCA6RNIAnT KCL¢Y trluLLunR1 m I U IAArMl1N l REHABII/CT1,711) LES. REIMBIIRATE 711MNHOE8. 110A00 FY20 WaabMWu GIA�WWjF. DeTlyn Bantea AaMt W IglavNrA CAlpucq' _ _ m). ._ — COJSTRUCT2,8O0111E7 OF I2NMTO INNCH SANITARY SEWER 2HADD FYM W.M.. W OVERCHARGED GAISRARYSEWERS IN THE FOXCREEKAREA DWM BMMev. A dV—p—.tOW.* Wastewater CIRP Project List P11sM1 LnnOName DMMARpbsn BudPsl PI —I PMAMTW. P.MMYI DMMMnpWIE TMMk Peal p1Mn Pla)eeL Sub Type DMMenPllm Nxnhx nlleuwliuv l-�.nwnl. :. ... 1UIIMun! YMMI � DMMM ui:caulvc vrel wlexlkeli rLuwB iwli uveliliww�;ry aellnNxc+ .. 12184 nmliltxs YMAAInIYIal Yr DOUGHERTY FERRY RD) REHPBDITATP SAm FEET OF&INCHTO 124NCH SENDER. REWIBILRATESO MMIHOLEB S0,0M. FYm Wr1aMMbr SEWERSIN THE PRANCES STIIDYAREA DMMMn BMmMMs SANITARY SEWER OVERFLOW GENERALSERVICESAGNEENEKT-CONSTRUCTION RETAIN CONSTRUCTION MANAGEMENT CONSULTANT FOR AS NEEDED SERVICES. SERVIGEB MAY BE THROUGHOLITTHE DISTRICT EXOEED8THE CAPACITY OF INTERNAL lIxM7 MAMGEMENTCMM RENEWEDTHR000H FYm21 BABEDCN PERFORMANCE 250Jllq FYm YfeisMMbr STAFF GMDMMMS.--C Amnon YUP.W- DISTRICTWIDE neKYl4rJs)wH[[MCNI-rAUUIT 6a[Wtrt LIeaAMry N.—VF EAN r11tM I-W Atl pteUtll rALWl VSatMtN—IUN bkkVl4ea. aFJYVIL.ca MAYIM: LeANifxnntllvi lU-MMI4mIKYmAlc4la I nNWUHwI In[ 1237 RGm) RENEWED THROUGH FY=l BASED ON PERFORMANCE. 500,000 FY20 VYMd—w DISTFUCT EXCEEDTHE CAPACITYOF IWTERNALSTAFP ua 48A-IDa4N-dRP Funds DISTRICTWIDE GENERAL SERVICES AGREEMENT- (AEOTECINICAL(ZD1S) RETAIN GEOTECHNICAL FIRM FOR AS NEEDED SERVICES SERVICES MAYBE RENEWEDTHROUGH THRWGHOVTTHEDISTMGTESCEEDTHECAAWMYOFINTERHAL 12ml CONOACYA FY20200MED ON PERFORMANCE. WJXXI FYm WMAbMM. STAFF. 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AUMItGIitXl--o—tlENVK:tS EI—j J1n IA1NPUnVbi HNMFUN- IltWEu aUNYtY bkn 1-at11— MAY BG N—IJ INKWUII WNW- MLLM I aU MMI ILM IAL"VJkUI b I HNUU— l I 12417 cONTNACYC FYm21 BASSOON PERFORMANCE. %000 FY20 T WM@.NE DISTRICT EXCEEDTHE CAPACITY OF INTERNAL SURVEYSTAFF- GSA•(BMY410CIRPRIk DISTRICTWICE utMMalALakNvIcka AWIbMMMry I -wH r—K—II till vkTHNMFLN Ntnubowkv[TbLKVIUM [NVNauxA Nekcwcuenkuwn - W—TK[[uslu eurlvXl urrnxl4uie�ia lllNwuliwl I- 12410 CONTRACTD FY2021 EASED ON PERFORMANCE. 50,000 FY20 vhb.w DISTRICT EXCEEDTHE CAPACITY OF INTERNAL SURVEYSTAFF. GSA-IS—AURPFUM[ DISTRICT WIDE GENeUlN tlekvK:lxl nlal(ecMlt Ml-ouKve[aekvM:en YUnn nelAln wnveY TIXM FLNI )Ih neelituaukveT s[nvi to -a Kvn 'Au1TP[n[newcul—m bVnvtY Netla lValkMAll i`sYIIrv. YNweulainnwunw l Im 12418 CONTRACTS FY20M BASED ON PERFORMANCE WADO FY20 WWOMMbr DISTRICT EXCEEDTHE CAPACITY OF INTERNAL SURVEYSTAFF. GSA-(SMvyfOCIRPFIMMM CISTRIDT WIDE [TkO/ . IMI X[M!r'AmJ VANUtltMarN—YBD WXBINUUIb,IXMYtti I1A'bINUIFUK4'kMI1N. lAAN---VMIY -Ur9bd--WYL IX VKUGX IU 12175 STORAGE SEND BLYDTOWLDsoM BPRINOS DR) PROVIDE IS8,0000ALLONS OFTEMPORARYSTOIAGE. 1,GK000 FYm WIE0.1mI BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS C4IwMNMmITakY SANITARYSEWPAOVERROW WIVUNIJ LILAJY.t 1—AK —IMT nkUkr WAILW IN ME— 4Mletl ukU awNl lAkl akYAkKa IN IKk UXAKY Uw(q I— 12272 TOCNAYMONTCOVIE CON B7RUC71A40 FEE'jOF 154NCH SANRARYSRWER. 11QDD0 FY]D WMsbxMbr BEWERM PmIPn SMIVIMF AAMt MMnMPMImR CMpMYNb' uNAvuIY I NUNA�NNa'ululwly[ rA UlT g—E.E.[uM erA"E" lV alVrte we l w[AI Il M a IMY—, I ME TVAI[ W[I INCH I nkrt m l.AValnu—I m auKVtVUYUInU ANU Luna l Kw l[u 12BMB MDPAR09M ND) SURDIANGNG AND ELIMINATE TWO CONSTRUCTED&SOS. 28,500,OW FY20 M9.101. SWAGMATION Cln*udfm, Phra I IBffIMnMMMI AppnIpNMMV SANTARY SEWER OVERFLOW -IIAY I NLNK INM I I MY a lclllMh rA UI1*Y Utt LN —WtAINmYV L'V 'W aY9l tx tlUNLX .. ANU L:Wlalnu., All 125M ANDPANDEERD) SKOW FY20 WMEtklow SOOACTIVATION, DMMgn 5-*MM SANITARY SEWER OVERFLOW HAMPTON AND CLAITONIA CREEK SANITARY RELIEF -PRE CONSIDERATION FOR THE ALIGNMENT OF RDP TRIBUTARIES COO TUNNEL. AND CSO CONVEYANCE 12285 DEGIGN MEER. CREEK TRUNK SEWER TO CIAYTON RC) SEWER EEOAMF WMIMEMr OVERCHARGEDSAKITARYSEWERS. IM PIMAMiI 5—AAIMMnMP—.iGSP.* MI.Cn NCLI[r MllaC rvikcxnl)--V..IU WIN I—IODUl 11AYJUF bINVY1 IV AIHX1m I RUNK9t — AI Yktl lIF YIYL In I U.-E.,A-AUVJ-1 - - tlllM.11I111i URU1lAlftlAltlIYLUVUmU Wt I U UYtKWIAKUkIJ1:U E., 11707 STREEYTNUNKsEWEFL OFSEWER LIMING. 4.100.OW FYm WMMI4MMa1 SEWERS. Corm- lm Takt dTYSHED rIAINLtM tlPUtn KtNAkr MVWk w(NCIkx U•8cwkn - UI--pAUunnl—rLVLWNU LI)c lu uvenulllnukul:uMmnku 117SO STREET SEPARATIONCHERKYTO�uI�MuTbH� CONSTRUCT SAW FEET OF&VICHTO I2-INCH SEWSR%AND 2N,S40 FEET OF 400,000 FY20 ---- SEWERS DMMgn SnMMMM CITYSIED1-111 M ntWMAD HMIY NI A I IVn IYMIBI fUHUtJN NkAACEMEN I M:0"I NUCI 4ONF I IMF Y•IRW HAW%MMIN T..—FAI Y VOAMMW WNUMMVR RMYLAVRMENI HhEmmEu UeM numvxas AMd MMNPMMdR4n4MY1 MUMknN HkW III .. KJn twuIAINKIT rnKKTNu. IU uUEtl6lVk w[I weal neKFLCmaAXu lN[KUM)ILiCY wmIANT 12511 NAMCHESTER RD. NEAR Y2701 REHABILITATE 5.200 FEET OF 54NOH TO I24NCH SEWER. IM000 FYW VEbMMMMlM SEWERS. MERIN S.Vk- RANRARYSEYJEROVERFLOW - Aa heYW —hr-rU I Al a)n nc[LIa ANn IUCN I 1— U1 kcYltll blbMllla MVlnaY[bllVna, uW.4kIL'n1UKnItY, ANU MYIxIMiCU a[Vltk UnW (ovrn.n lV avinwlm INFRASTRUCTURE REPAIRS(REHABILITATOTN) on RENEWAL OF THE SYSTEM BYWRED-W-PLACE PIPE INSTALLATION WILL OCCUR VIA REHABILITATION DIAMETER) ARE CAUSING PUT COLAPSEkBLOCKED MAINS, AND 12MO CONTRACTA CONTRACTS BAD AM.PY20 WrbNMLx SUILDIMBACMJPS C—OL.PmTbMc AIEWMMn .-ARm4MY1 ner Lm N[ L. I AI AAI Neeua MNe luervl'vkY Mt a Ylen LarwNlNu AMUIMrel.11una. uW 11tIeInIVNAItu,fwu wwnlxY'bcwen unea (h-Imgl lum1114nm INFRASTRUCTURE REPAIRS (REHABB2TATIWJ)(m2B) RENEWAL OF THE SYSTEM BYWREDdN4XAOE PIPE INSTALLATION WILL OCCUR VIA REHABILITATION DIAMETER) ARE CAUSING PIPE COLLAPSEE, B WKED MAINS, AND 12021 CONTRACTS CONTRACTS SA00,000 FY20 YINMteIXatM1 BUIIDIXGBACKUPS O hV k llh'rmk AMMMMMn EMM,tR—MI Aa newNK Im N4Y41L%04kNI NkkIAImkIL1:N1u1pL11MNuuuXwllne uallet:I, WryalHuulluN iu(MAmuAN I.t l;nlWNlkY 11'ILk1a, NlNnuL aCYYbnC UX Ulntn 12010 INFRASTRUCTURE REPAIRS IWASTEWATER)GWI1 COKTWICTSWRLBE SEDANDAWMDED .. 5ADDAMF I --M, INFRASTRUCTURE ARE IN NEED OFREPAIR OR REPLACEMENT, [xmlwY unMcl.11un Mlblrrla Yl..� ruc wlYlenl Wexk Orft RepwO b(CMW A.W MMnM nmd R.-d J EPPERSON BARRACKS TUNNEL WWW TO MARTIGNEY CONSTRUCT 17AOO FEET OF 7 FOOT DIAMETER DEEP TUNNEL, ELWINATDIG THE MMTIGNE"Y(p� CONDITIONS.PORTIONSOFTHE SYSTEM ARE VULNERABLE TO DAMAGE 11711 PSI AND JEFFERSON BARRACMS¢SOSI PUMP STATIONS, 27AMODO FY20 WaMIR'Na. IN HIGH RIVER CONDITIONS. Ca* --Um, PMMEM I i&vpb--NW ApyrepUMe0 AMMM—p-,tC.PEE* —o INb—II a lb s[MJa unu[nalc[uwKllrrYI JEFFER60H BARRACKS TUNNEL KAVTP TO MARTIGNEY CONDITIONS.PCRnDH OFTHE SYSTEM ARE VULNERABLE TO DAMAGE 11711 PS) BSD=FYW WIMMMIEW IN HISH RIVER CONDITIONS. En*mrfflP DMkg CNAIrMIbn SmIm AMAMMMMIM2MInMLCMPEE* UImBIkUU11�V.1 FGEl Vr44NlA[IV lU1M4X anNlIAMYatWkX. NI'JNWILIIAIt MAW YtkI Vr WX1:11 rJ.4kPafYk VI NYBULINUMfl IIl1IWIlIIi MAUKVYa M1UUVGNI:IIANUGU - 12MB KINGSTON STUDYAREA III REDUCTION TO "CH SEWER. PERFORM PRIVATE VI REDUCTION AT 210 PROPERTIES. 800,000 FY20 vubt-0. SANITARYSEWERS C""U"nT"'* Aud MHIMEMIMnt CapMMh 4AAea I—L I lure ur Anew aerven MAY ns NeuUINW mMn[wVlnm LADUE ESTATES SANITARY RELIEF IDEER CREEKTRUNK CONSTRVCT 720 FEET OFI2-INCH SANRARYSEWER.COMINPENCY PROJECTM ELIMINATE IRIMRPRCMECT11718181NSUFFKRNTTOEUMKKMOJERCKARGED 12514 SEWER TOS IADUE ESTATES DID CONSTRUCTED 98D oUTPALL BP-182 S0,000'FY20 VA t.vM SJWITARYBEWERB DIME, SMMMMM SANITARY SHYER OVERFLOW UVAYt 1 It tlMlIAKY —1 (91 KtlritN liU IU LIV .0 - 12522 PASS CT) CONSTRUCT 2AW FEET OF 1"CH SANITARY SEWER. 62DAM FYM WadMIME, EMSTING iHNCH FIPE DOES NOT HAVE ADEQUATE CAPACITY. MAANtl Mu.RUYtl uuk lu CuhlxtlmTMAk AM441 Ma11 --t Cm-* 12525 LANE FOREST OR SEWER SEPARATOR CONSTRUCT 1,m0 FEET OF ISMCH T0214HO1 STORM SEWER. 5W.000 FY20 WMMMMd. OVERCHARGED BAN RARYBEWERS. OoIYkudm TMMk OOMBINEDSEVVEROVERFLON wnolHwl 11[�uwcNcn I rvn Inc wYr Ina u:Mnr Nu a NMr o In1eVn Mu r VnV[ Mwn. ' DEMOLISH OOSTTNG LEMAY PUMP STATION PST), MARTIGNUPUMP STATION IIP BSB), ANP JEFFERSON BARRACKSTUKNEL PROJECT REQINRES A NEW PUMP 11817 LEMAY NO. S PUMP STAMM AND FORCE MAIN AEFFERSON RARRACM PUMP STATION(PEMS� 2DSAM FYW W+sbRMx STATION TOCONVEYFLOWS TOTHELEMINYTREATLIENTFLANT. EEIp-nnp DMTg C—trEm Bn SMr1MF COMBINEDSEWER OVERFLOW crce--nAA11AV11n IEN.N-i4c-- Kww.-Mn[w- 11MN7 LEMAY NO. S PUMP STATION AN D FORCE MAIN 3.250.000 FY20 WMMIMMMLM STATION TOCONVEYFLOWS TOTHELENAYTREATLRENTPANT. O..W..HM Ph-11 OOMBINEDSEWEROVERFLDW JtFFk— 11111111MMa IUN*t IhIW[UM X[UUIHt9 A —FUMY - 11B17 LEMAY NO S PUMP STATION AND FORCE MAIN 7.214AM FY20 W.K—b. STATION T0oONVEYFLcW9 TOTHELEMAYTNEATMENTRANT 1:mlMhtlkbll TMMk COMBINED SEWER OVERFLOW NMnAU—Allure ur ellk—WI-IlVV{a1alkM VxIRU Ink WKkY IN YN11x H17:-INw. lu IM7 LEMAYPUBLIC VI REDUCTION 0020) CONTRACTA REDUCE PUBLIC VI, BAWAM FY20 LVMMMMMEM INFLOWAND INFILTRATION CAUSING OVERCHARGED SEWERS. C..h.lbnTnk SANITARY SEWER OVERFLOW - KenANlulAllux ur Mee YuwYnewoe n2umxuallw l ne l u 121m LEMLY PUSIJ(GH REDUCTION (X211 CONTRACT A REDUCE PUBLIC VI. 128,000 FY20 WntmME, INFLOW AND INFILTRATION CAUSING OVERCHARGED SEWERS DMMIn RMIYka GANITARY SEWER OVERFLOW HI)ILII Y IIIII-H 1tlAkLAL9Jl1 I— H.Uwtl K[JUlnt tNHAnI:iU 124W LEMAYWWIF ODOR CONTROLS CONMUCT IMPROVRVEN1b TO ODOR CONTROL SYSTEM AT LEMAYWAIM SIX,=FY20 WMMbYMM ODOR CONTROL PM-DMMMYI SMMMMM TREATMENT NTAM PROJECTS LGMIM1Y WwIFkt IUNn AI:IIYAIkU aLUIKik WMY UKIVt AMInU WMYtl NMAlIINV Ink tXU VF IXIAN VYkrULUrY IA'tIV51k 1240 MODIFICATION8 REBUILD PUMPS AND INSTALLVMIABLE FREQUENCY DRIVES SWAM17020 W24MMLM INEFFICIENTLY. CAUSING EXCESSIVE UTILITYCOSTS. CMMhuABroTMAk TREATMENT PLANT PROJECTS uNwkKLMJ AAieh—NIUanw[KKAMJerC—LILLLAvelu Mewen mcmm= lu ME l LmlM lwuwYa uu[ lu 12S2B PMNCJ:TONN PL) COMR7RUCT SAOG FEET OF90MCH TOSO4NCH STORM SEWER. 2AMOM FY20 NbMIMMaEM yftgI OVERCHARGED CAM BIKED BEWERa CaMl lb.TEak AmM M—DwEI 18 Ca)Moq LMNUYL N1V lYNMI. I H ui1vC(ekLL'U.iYNY- llem RDPPARK) CONMUCT SOUTHERN PDRTON DF DEEP STORAGE TUNNEL SYSTEM PORTHE LEMAY WATERSHED. 1AKOW FY20 WIIdMMM IMPLEMENTATIONOPWNSENTDECREE REWIREMEKTSTEEDED EEMEMMMgDAM CMxmmeon SMrvbm COMBINED SEWER OVERFLOW LMXQY —tl 1 UXAUt I UNNLLCW I N -Eft tIRM6N4YYXT Nu 1192D RDPPARIQ 25DIOM FY20 vf-t-.br IMPLEMENTATION OF CONSENT DECREE REQUIREMENTS NEEDED D-PSImiImm COMBINED SEWER OVERFLOW L ELAN'` iS'Aa I I I— I unnLL mw I n ulMc(— I 11m RDPPARK) 19MM000 FY2D Watmms IMPLEMENTATION OF CONSENT DECREE REQUIREMENTS NEEDED. OmrWSMaTrk COMBINED SEWER DVERFLOW Wastewater CIRP Project List P kL1 Nv_nber Lang NMn. O-Plxn UUMMNW a M N.U.r U-NI I- UM I U 12333 Ww.YGH DELLAVE) CONSTRUCT I= FEET OF424NCH STORMBEWER. - LWIMANWM-kAL PUNT n I A I IUKa1Hll[Mur-ll.fr - - 12" UPGRADES CONSTRUCT NPGRADEOFVALVINOAND PIPING SYSTEMS AYriIMI rtcl Yr VwnitArN.c I Vnncl uUrwl-I.ILvnYn aenCnq wwl lewRlenlma LOWERBYIDDLERDPWOCOHTROLS SYSTEM PIRIPSTATIDNS. THIS PROJECT ALSO MCUIDESMANAOEMENT SERVICES, FIELD RIVEST10ATN)NS 11109 IMPROVEMENTS JWATERBHED CONSULTANT) ADPRELIMINALYSTUDES. Luwtk MtXRM.0 nwron a*NIex MIrltNavextNln- wlralnwl uetr lunneL lu Luxvtr r.wnitrrwleK rnuM Jne'rtnlun mrvlr lu lK. 11Y48 BAWGARTHERTO FIE WYVIFTUNNEL sxum RTNERrUNNEL, FORTREATMENTATTHE LOWER MERANECUNITF. LAUNGA.t1YAMeV Wr 11748 FaNT H TUNNY1lVeMlb- BAUMOAR7NERT0 FENTON WrYTFTUNNEL 12335 MACKENzM W REDUCTION(CHIPYEWAAND MACIMME HILLS) PERFORM WBLICAND PRIVATE W REDUCTION. - - NXGWVIIVINRIRUIIUn Uexe HALT - 12330 WWKtrILIt 'WEHNER PARK NENRIC7(SEMISEIIANAKK RY, AND NFRIHAIL) PERFORM PRIVATE WREDUG7WH. 12401 MACKUND PUMP STAT10N(P-304) IMPROVEMENTS CONSTRUCT REPLACEMENT OFTHE µACKISND PIMP STATION. WWNt umcm fY ar'IbY Y uo! LUUAL n1UKRUt I__V 11655 (GRIN OF ROO(B DR TO CHURCH DR) CONSTRUCT COMBINED SEWAGE STORAGE TUNNEL, ASSOCIATED PUMP STATION, AN D SEWERS Ne I:I/tFJl1tl V tlYlpl B l9L MEANIE 31URrW. rMUllll. Ilew (GRIN OFROCKSORTOCHURCROR) REUEF(Itllbn LYUUI.erxlneu nLwen NREEKT 12339 TO LYND RELIEF (NAYPTON CREEK7O LYNDOIAER PLI CONSTRUCT 6,910 FEET OF 381NCH?O8OINCH STORM SEWER MNYRIYYNNUIKWWIIUNLMMIlHMbIhhkURNUWMYNf1 -1:l.Yin1%UUI JAW rtCI Uf IiIN4 111u TNµYx IinNI1RKTtltWCK. kenwn.u1R...lw rCCI Vr61NU1 ISSM2 AVE) TO1&INCH SEWER PERFORM PRIVATE W REDUCTION AT FIVE PROPERTIES 1 1, G POOL Vr I -I V aomwl awe..-1 Rwtr .6-d- kb.-ll IVN ' CEMETE EDGAR ROAD CONTINGENCY PROECT TO ELIMINATE CONSTRUCTED MO OTTFALL BR 10024 MCM WATSON TO ®OAR RD SANITARY RELIEF(BKME-5ma) SST _Mu KCYUVIAIM'll'MA%Utl ISMS KIRKWOOD RD)) REHABILITATE 20.000 FEET OF IHNCH SEWER. PERFORM PRIVATE W REDUCTION AT 20 PROPERTIES. t.•LYIn I".I a,M.1- I Ur at-IN---IAny s "-.Um-t1i111tl1 NUUIWntlUUVi rABLaw 1294 MIDUWD eABTARY RELIEF Q,UTHANO BLVD TO SM AVE) OOTANDSRML4 Mltl*lrtlalrrl I-LU VlKVRLLGtn ru.W n Awl F1Nu 124aS REHABILITATION PHASE III REHABILITATE FLCOWYALL RAMP STATIONS, 0ATES.h11D SfItUCTUREB, NLM[mrCtrCt.:nCCKMmewVllUN II-nuwHU VNtVt NIJ1A)IILIIRIt Ia MxNnULCN IU'IUI45NUl'iRI FY NtYRJNn.YINFrIrtM rxIYAICxnCYYUI1VNl[I JI/ 12TS1 COEUR MILL RO) PROPERTIES UO,vaikuUllwim- Nn W NIMTatwtRMWMMMnIUIMURtlAnlw EUUIIMU Mr 12354 OAKWOOD FARMS PUMP STATION(P{TO) ELIMINATION STATION R470 AND ASSOCITED FORCEMAIN, UVN I INUt MDMIYIM I R-L FNIVAI t MYLUW MU WHENMI IIn YUVXl.a e1P PEEN. IN I U I NI: TIM PRIVATE INFLOW AND INFILTRATION REDUCTION PROGRAM SANITARYSYS7EM CONSTRUCT 12A00 FEET OF20FO0T DIAMETER TUNNEL, DEWATERING RUMP STATION AND 12441 ROPTRIBUTARIES (DEER CREEK) CSOTUNNEL CONSOLIDATION PIPING. TO PROVIDE A STORAGE VOLUME OF25 MILLION GALLONS 1218E RWERPORT0 PUMP STATION(P-7B1) REPLACEMENT REPLACE RUMP STATION P-781 RUaAHY wxc awKl l Nl r kw., LYuwunt-V. I U MANN A.LWtlI KUl:I 1,lUI-, Llrlt4NVT1-IV 1"1 awrelwKl a.wtK.CUMf1RlC WnnIxYVIWnW 12M6 AVE) OUTFALSL BP-040AND BP441 HVtkY AV'n iMy HW INtYYrUN I RVt I V ARWN - 12112 LN) CONSTRUCT 310 FEET OF 124 NCH SANITARY SEINER. l'aIKP 4Wilt AVk BANIIANY NkLl.F(ONAY Aft IV iAL I tKK) VVxa I HW I I.". H-1 1k'.OH 1IUIS om Man I AHY BtWYJI nArtt.VIU2 tl imv K.UtF 11UAriEl.VILLe m IV u 1220D GR7FNTRAILS DR) CONSTAUCf4,OD0 FEETOF ISINL7I SAMITARYSEWER liW lnVwMYT nAK.-xt-U-.w IV VmrrLe l.KlGrt ' 12205 _CR) CONSTRUCT 1%0W FEET OF 124NDH TO 214NCH SASITARY SEWER nl. bt ,-VILe.K-19MV 11- JURIST LN IV UMVVW V OJKWI 4A.aJI-RJl -Muh lUaldNA:n nANIIA%I neYYCk.IwAYlIN4CnVT YI.weVI IU 1012 R➢TONEWIRMPSHIREAVE) ELIMINATE CONSTRUCTED SSO OITFALL BP40C 81GY1.Xi1UX YLAL't IIWNRXT Xtu.T (V WT I LW Inl lU 12215 GEOROIANACRESST) CONSTRUCT 23T0 FEET OF 12-INCHSAMTTARYSEWER- 12228 TAPAWINW PUMP STATION(RH0) STORAGE REHABILITATION RMAHILTTATE180FELT OFMMCH STORAGE PIPE IIFAAl (ItrkfUN rCKKYWMIU 1]22B QUREPKY)lVllUn TIFFANY SQUARE PLY} PERFORM WBUCANP PFRNATEMREDUCTCN AT 14347E8SON CREEKBTUOYMEA. l-rrel InIxItll un n HtuuA:I xArN 1Li11BUM nL AHu n ruDMtlx.wl RUJ renrweM In1IVAI. M Iawt1RlRRt m 1111W M!I It9. a rwcn, ulcnMUtnwru rnXnnluUtx ntuuuNun rxnalMuulaw reel ur lwNl:n nnwNN.T newen nenwrulRlee,ewrHtl ur aaxLri luwWlal 1223D LLh= 0ERRDANDSMCI000HTR➢) SEWER IMLa IWUMILt VIR.R awMIAN. xcUcl llwu MlLt .xunR IRA.n.nYYl alM rCil Ur lo.NLN bwHIIAHr tltWtN.lAK111XlitXUY rXWCVI IV.MMn'NI. 12282 TO FIRETHDRN OR) CONSTRUCTEDS3OIXRFALLBPb9S. VY111tl1- l,LAV rtt I -AMn4n I U 1wnlal sym IRNT-.. KC...All la tlw reel Ilr o- 12238 TREASURE COVE W REDUCTION(RES RD AND BROOKSIDE LN) INCH TO244MCH SFWER. REHABILITATE 10 NAHOLES ANDASSOCTATEO SEWERS CII 11-PARR 1IIWT NtLItr(-Ill Mlu a.NYL'.1/l.lr.el Ut MpNun wwIlPKT nCYYCR WNIIRUCNUY HswtUl lU tLnllNAlt 12243 -GrRDIDAN DR) CONSTRUCTED WO OUTFALL R315. UIrtH LMAYt V111iµN K.YwINNINc uuPU Vrnwwwun c"AIM Ft.I K"INLl1 I Ul"W tl WON. Yt-VlM rHYR 1 C Ul n.uVV11Un AI la nCnAnIU.Ric 12244 RDANDLADUERO RiOPERTIE& CONSTRUCT9,000FEETOF24FOCT OWMEIERTUNNFL, DEWATERBG PUMP STATION.ARD 1244D DEER RDP(UNIVERSrrYCRY) CSOSTORAOETUNNEL CONSOLIDATION PIPING,TOPROVIDEABTORAGEVOLIUME OF30 MILLION GALLONS. YA ,r _. YlI¢WVI WNIIANrnnw RV ARu RCNma MAL 125D7 RD) REHANLTATE HAND FEET OF 84NCH SEWER. UVASI kuVI YYUnAU. uF kleV. K.- Amu IV UIInIrenl alwnWu/ua. AxU Izve VANCE RD PUMP STATION 01472)UPGRADES ELEVATE SYSTEMS TOAVOm DAMAGE FROM NON WATER. YpNwt IJuwmINA` Cl UrlITTFALL 11878 VLLA CITUBIAV SANITARY RELIEF CONSTRUCTEO S8OOBP 70hLBP-200HYlwmraeRtn.41wr11wnt LUNnI %AR:1 YUpW rlY 11x 1L-]NUn I V tl41XUH uWMtItK tlwnll Mn a.Yr.et rxuN 1MFYIxUNun 10794 WEBWMRGRONESTRUNKESMrrARYREUEF(EgE�M ROAD. NORTHOP EAST ESSEXTOMARSHALL ROAD AAKNa110.V1 1.4ba P.tl L'F l4apul fU alNYl31 nIUNM nCWCNn rxVN nVY In tk mIARI.l RYC IU 1IM2 WHREANDROGRUESTORMSEWEAU11 WEMENTB WHITEAVE .xllltnUHl:n rUMrtllAIAm 7 U-0J KeKAMIUIwl lup UK 12563 ELIMINATION ELIMNATE PUMP STATION BYCONSTRUCTINa bRAVTTYMUNTORIVERWOOD PUMPOTAT10K Ynn "IRKL WL LAI CxN.4RNIRKT K- IWuwY aL V-IKUA.Il,"PttlUr lU]NWI IUI.TINUH-IMTatmn� Lill.Uµu.NVY YItUJWl IV 12289 TOCOIONIAL AVFa ELIMINATE CONSTRUCTED 58O WTFALL BP482 I:lllra l RVUI VAAI reel uP 1,m-IV-- nRI.-., nCWCN. tRnlITNCNI.I YIIWCUI IV 123D2 MW2ANDVM3WARSOI WOODS SANITARY RELIEF ELIMINATE CONSTRUCTED SSO WTFALLS VAN, 011340,AND BPSW Budget Flmmpl.l Pm)wATpm Amount Y.Rr Dee. 170.m0 T m 1AOOADO FY20 W.0-9. 4 pm FM 1AOOAD0 FY20 lopIDA00 FY20 470AW. FY20 2A00ADD FYM 2A0DAOD. FYM 19ADMD PM 4BS,DDD FYSD /30000 FY20 TS"W PM 1,HAODD FY20 IMA00 PM 3MOW FY26 ARO000. FY20 MOOD FY20 500A110 FY20 SAmA00 FY20 SWAM FY20 i,2mpo0 FY20 3DA0OFY20 MA06 PM 4ADDA00'FY20 S85em6 FYLO SSDACO. FYw 310A00 FY20 26DA00 FY20 MAW rrm 40DAM FYW 3OOW FY20 790A00 FY20 3B4OD0. FYM 230= FY20 SAOOA00 FYM 170,000 PY20 4,DOUADO FY20 40= FY20 1,ODOADD. FY20 8RIA D FY20 81S400 FY20 11OOOD FY20 780,DO0 FY20 11Y.M0r.Ttlr 1AYIMe'watM W..hvwW W.A.-W WeMm.Xm W.eMxaw W.d-r- W.ehnwyr W..Mlnir W..t..Wr Wn-411MM VIMMMLNr vdaabwmtw Waat...w MT..14eYl..eer WwMK.hr lYal.wdx W"boWW 11NM[eIL'ller Vl MINI kl WL.mMMer Wr4rMmr Wnbrrbr W.NrxYr MrM.b.wbr YYaldmxeter YYe.1.wMhf W.eieRtl.r W.IMVMMr WeM.wMr 11Yw10rnbr HW Oevxtx Pf.Mxn On-PlIm T.ek D-nPIW. Pmpm Sub Type Dw-nptIon G/ERCHI4R0ED=591EDISEWERSYIu.nu pRLlluraw D.W.3M44e. AKxT M.e+➢.n1.It hIMFAy MECHANICAL SYSrEMBAOINDAND IN NEED OF REPLACEMENT D.*. 8.4- Meer M.npellxlt R.new1 COYBINEDSEWER OVERFLOWS INTOTHE LOVER AND MIDDLE RIVER DESPERES POTENnALYIMPACTINGWATER QUALM pIMeMMIMI&IM- COMBINED SEWER OVERFLOW VK WWlr In MI fAlr IitlMlvAl xl rANI Ur Ant REGONAL LOWER MERAMEC. FACILITY PLAN EIATIwapM Dl.Illp COPIPIMpm Blnime AverlMn.penrM C.P.LbT rtNl lKl W W lr Itl AN IXItNIM rA1l'ALIIY IANLI I.CxNYRL PI YRxI Ur I N. REGIONAL LOWER MERAMEC FACRITY PLAN. Comb -Alm Tuk Meet M.MxmMld C,.P.* EXCESSIVE W CAMINO OVERCHARGED SANITARY SEWERS Caxhuvtlm T..k A.M1101.nui-tt p* 0=511IVE VI CAUSING OVERCHARGED SANITARY SEWERS C.W..A. Tull SANITARYSENEROVERROW r -'JAI An Ut 11N LIrt 1:TULt r1A:ttlltu. MN UVLLtU IlUR SYSTEM IMPROVEMENTS REWIRE CHANGER IN PUMP STATION. CanfiudM Tuk CONSINEDSEWEROVENFLOW CONTROL OF ca.BINEDSEWER OVERFLOWS. CaMbu w. NMI. I(&"WmwYIAppropriltkrl) COMBINED SEWER OVERFLOW CONTROL OF COMWJED SEWER OWRFLOWB, EIMMHETG OWES On.W. r418eORe. COMBINED SEWER OVERFLOW rnlenllUN IU MIIIUAIt tlIxLU.'Ib UAI:IIUW Wt IU OVERr2WROEDCOMBINED SEWERS, P..Ln Swvio.s Meet Mm.g...t Cep.* OVERCHARGED SANITARYSEWERS Oaratudlm Task A-t MUMM-m C.p.Kgl BASEMENT SACBUPB ANC OVERCHARGED SANITARY SEWERS AND GiEEK EROSION DMn SerAm tAUttl.Mt III L'l1UIIRU WIMNW MANVnn1 AMVUV.%UHA - SANITARYSEWERS O-dix bml TMIk -u Nu, bN: Mu W[xurvwlMCU IN.,. MTnewt . CONSTRUCTED WO OUTFALLS BP-085 AND BM45 REQUIRE REMOVAL Owen S.mk.. rulUW VNS rUMrb I IUNU; l l et, AN U n 1 KUUI UNttl A WOK 40 YEARS OLD, AND KEED REHABILITATION CI NUGb. T.ek EXCESSIVE W CAUSING OVERCHARGED SANITARY SEWERS, Oomdnx wlT..k PULP STATIONP410NEDSTOBEREPIACED. DogsGn- ICnwlw.[bLYlltl U Mul MrILL HA I IUN AKt WtNUXAHUMU SARDVRYSEWERS .WWk WKRePMr4 bf*ffPftQ ull.p-aevr.K I.N.-II, IN I ne uQn, mwlh rW nrlun, NIu CLAYTOIRCREEK WATERSHEDS POTENTIALLY IMPACTING WATER QUALITY D. 8.14- MAV61ArIUN r ml nbhY mb.1.AVt l I MtkI U-1-11I -HIV, - LEVELDEMANDS Con*ucWnTUk H.YLUVAL AR IJ-I KWIW-1I-Ttl Wkn U-111 WaM REQUIRED OnnW..VMn TMIk OVERCHARGED SANITARY SEWERS. DIgM 8wrw. UVtKGKUIl1.U-WWI I MT W.kB Uepn 8- OVERCHARGED SANITARY SEWERS D.Mgn S.M- SUILDWG SACKUMANDOEROHARGEDSANITARYSEWERS. Can*--N-lT.rk IIUILLMiUUM:RUrawRUWkRWAkLi.U-XKV ncmlL..MWAlc ago BPL40L Dewpn 9- OVERCHARGED SANITARY SEWERS C.ntblxMm7.Ik m) w 6,A1- I-n! 81 LMiAit NttLVM XGWIIILI I AI IVN I II - EXCESSIVE 41. CpnbuMlnlTNwk EODESSIVEIICAUSINOOVERCHARGED RANITARY SEWERS. Cumin bmn Tnk tX(:t88Nt W CAIH)IKG WW.UMAKUkV wWUA%T 9kwtkS. lkrMblcpm latlr EXCEBWMLn OAU81NOOV9RCHARGEDSAWRARYSEWERS. CaahlMkn TYdr CONSTRUCTEDSM WTPALL BP.%B REQUIRES REMOVAL Dg*n SWOT BUILDING BACKUPS AND OWRCHAROEDBAMITARYSEWERB. CaMkuetlen Tv* auv,uku elx:ilVrN Anu uYemurvAx MAKI lw.T new - CONSTRUCTED 88O OUTFALL OP-315 REQUIRES REMOVAL Cwxbuotlm Teak SURLINe BAmWPBANDCVERCHARGFD SARTARYSEWERS. C-Im b..T k I-uMWReu apweRurel[rLulilla wIU uFP- IYYCk uto rennn Anu UNNERSITYOTY WATERSHED POTENTRLLYIMPACTQIO WATER QUALITY D..en Seniors CAi.Lnhmh IL W V M Vw1AJINb W I WIXb tlM:AVrn IOU V Vt1Q9RNUCU BANRANY8EWERS. Dm4n 8.lUP4. arnitMtlAnt Name Aru m n.1:Y Lc R.rlwVe..en I, wmuwnW I IK OPERATEDDURINGHIGHWATER C..b bon TIMk I hml-eMlw rn Amu WCRVMItGeV aANI I An T aeWena ACTTVATING CONSTRUCTED 58M Ong18alYlmn W,WINu DrR:lLVra WN IU UVLHlAW1UtU AW Ut IG11UliA IOU SANITARY SEWERS Dow S.- ... - lUXIUInb AHU Y/Al.n tlll.%IW ra WG I U iNRuewIl. C COMBINED9EWERS, cw.MKBPnTsk EULBNATIOI OF PUMPBTATIONPOSSIBLE CowMbdl.n T..k lxul Aw nKUwm MU U-1-ANbiU-111 MY bl-ln. CONSTRUCTED SSOaUTFALBP-M REQUIRES REMOVAL D.W Semen UVNIUMW -aAXIIART a.W.Ra-IAWNI-aUNN000IFI11.Ltltlr- 16% BP40AND BP-501 REQUIRE REMOVAL DeIMn 3- SANITARY SEWER OVERFLOW A-d M..ffINm eGPmb SANITARY SEWER OVERFLOW M.M NIIwpeneM Rane.T1 AnM MnNtpn MIt Cep,dy A.d MI parient R-9 SANITARY SEWER OVERFLOW COMBINED SEWER OVERFLOW A.9 N.NupMrmt R-1 SANITARY SEVER OVERFLOW ANSI N111111pr1Ile11t C.p.My ALMet Nbuft nMM C.p.0g1 M..tM.W-m.tCnpegy SANITARY SEWER OVERFLOW SANITARY SEINER OVERPLOW An -at TAlllll W elI1nIT 41Per'M SANITARY SEVER OVERFLOW MwL MwwpmMlt Olpeo�' Mwt MYI�mMItlYPee�' Anet Alernlpeelllllt C� W.p' SANITARY SEWER OVERFLOW SANITARY SEWER OVERFLOW Ma.t LIww9.mwll Cap.* COMBINED SEWER OVERFLOW Mast Mwxp oal M p.* A.wt HvwpenwM RwRMM SANITAARY SEWER OVERFLOW COMBINED SEWER OVERFLOW A.9 M.IIM-M Cqu.* SANITARY SEWER OVERFLOW BANRARYBEWER OVERFLOW Wastewater CIRP Project List Prwo Lang Nrlm DSOnpu- Sudgr Fuu W PmE.d Typ. Pmbbm Cs .pI. Tsk D4.npb. Pm)e[ISub Type Ds p1I.n Number Ampanl Yr O..c 12089 YARNELL ( REEKWESTY REDUCIIDN IGOWLES AVE AND 141) RERMRUTATE 0.100 FEET OF U CH TO 12NCH SEWER. 36,DW. pm WWaw.wr WILDING BAOKNPS AND O•JERdIAR6ED&WRARY SEWERS. OWMI cbh Talk Awd M..Sm mM Cq.* BISSELL- COLDWATER-M=OVRI-YERANEC SANITARY SERVICES THROUGNOUTTHEBISSELLCOLONATERrMISSOURI AND WARNED WATER8HED8,TO 11144 SYSTEM IMPROVEMENTS (WATERSHED O ULTANT) MEET OONBENT DECREE REM WFIIENT& - - -" - GKOW FV21 W.0—AM SYSTEMDEFICIENCIESREOUSUNGCORREC ION. ntL41nVkallxwllVn Vr Pk-.w$—I.. SANITARY SEWER OVERFLOW COfYWSPECTION AND PHYSICALINSPECTIONCFSEWERS PERFORM CLEAMG.00IY. PHYSICAL INSPECTION. AND DEDIUS VOLUME ESTIMATION OF SELECTED rXIMIhILl urtb[ualM[ftn a[Tr[now NEEDED TO IDENTIFY PROBLEMS AND QUANTIFY NEEDED CLEANING AND 120W � SEWERS. SERVICES MAY BE RENEWEDTHROUGH FY2= BASED ON PERFORMANCE ZAOO,WD FY21 WsbR.br RTEPMRSAMPROVENENT6. V.Mar B.ryp.. D1STRICTWIDE - YEN ukmMndcLruwly lnnrWllu. Aw lxtNGnr Vr newenn V[Nvwen-1 yxeneweu 'MLU IMMI IUR 1UN Ur n—klw ltl neeueu.wLlerllxT YNUReYb - Imm CCN INSPECTION OF SEWERS i2 M THROUGH FM= BASED ON PERFORMANCE. 1,000,OW FY21 WWWA ftr µDQUMTIFYNEEDED REPAIRGAMPROVEIENTB. V nftr So k. DISIRICI VADE ' - Ina1ILLUll a.N'Ur 1R[CNaWNUe ULMfnw lhWUea lUntYlh:e61411MVAleX WWAM¢a lU lne VYJnIKl1LMJXtllllf-llUN Ur LWrWNeUYtwcXUVeXFLI/Wa 11148 CSO VOLUME REDUCTION GREENINFRASTRUCTURE COYBINEDSEWER SYSTEM S,DDRODO FY21 YY..blhbr REQUIRED CvnabaYUYnTwk DOMISINEDSEWEROVERPLOW uktft N[ aM11MYa 1a . IYYKwtrtnitl LWAItKt11W PeIerLNMAtl nk U YK1RNIMLININAbtr IlitRYA:ta, YIAfIXBb, MALTOIIL MUIltalbll 'ILIA.V gAUR MUwtklANNb2iy W4n11MiT btWtRa M: 1-1 TRi 11110 CONSULTANT) SERVICES IN THE DEER CREEKWATERSHED,TOMEET CONSENT DECREE REQUIREMENTS. GXOOD FY21 WN4.0.1 CONSTRUCTED SSOS PrahkNNRI a-b. SANRARYSENER OVERFLOW UlXtXAL 6tKVIVta INYNttMtnl •YFiVYt11IY 151•YXPpNILN61. - naftWVeb like ReUYIktY IUbYYYVKI lxe VmI NIUITI ' 126IM PLUS BUIXyET PERFORM AS NEEDED APPRAISAL SERWCESTO SUPPORTTHE DISTRICT'S PROGRAM 240.ODD FM Nn.IYY.bd CAPITAL PROGRAM, Appr kW Srrke. OITRICTWIDE I1.rNAalnwluNe NerNNa LwwalewAl[p Fr[r Awn wNHe mUN NerLAlx. lrlVUt4iARL AAkalekllrfW lrlRwunwl im—Nlul_Wn.Nlwla VAMVIAJArA]LGltyllunnlWpVLela, rANHULea, beWens urt Vlnu/ 12801 BUDGET WILL BE PROMPTLYMBUED FOR NEEDED CONSTRUCTION. ZDAUDD. FY21 Nhbnabr UFRASTRUCTURE IN NEED OF REPAIR OR REPLACEMENT Wnik Ordv R.palr Loeb (NIrDTlb9 Aaa.tMropnlsRRelnxRl L[MVIT nwIV1lMlaTaIeN lMrrtwCl.tr.la1Ma11eRanCU rbIFUIIrAa NttLRU rxUuelWII MARAUtMkNI&t%YA.Y6,HMtllwb, MALYbb, MrU I1tliAin 11148 CONSULTANT) - CONSENT DECREE REQUIREMENTS. SERVICES W THE LEWYWATERSHEgT %a W 65Q0FY21 WWn1AMe1 SYSTEM DERCIENOM NEEDING CORRECTION. Pldb..WlS-1— SANTARYSEWER OVERFLOW al+wulLee. Im lavalurw,[ lunn[L, uunwuualxxl eeu.[Ilq wnu I.ewnlslanb LOWER S MIDDLE RDP C80 CONTROLS SYSTEM PUMPUTATIOMS THIS PROJECT ALSO INCLUDE& MANAGEMENT SERVICES, FIELD INVESTIGATIONS . COMBINED SEWER OVERFLOWS INTO THE LOWER AND MIDDLE RIVER 11108 IMPROVEMENTS (WATERSHED CONSULTANT) AND PREUMMIAAYBTUDES 540,WD rm Vh.t".w DES PERES POTENTIALLY IMPACTUIG WATER QUALITY pn>b. wSnkw. COMBINED SEATER OVERFLOW IM1 r[NUXA I[[nlGnnb hxtn W ..IWU—M In IUILIAN ON .— Ubt m LUXYUNU I IUV - WITH FLOW METERING. INFLOVMNFILTRATON SNOWS, AND HYDRAULIC MODEL CALIORA71DM PIPE FLOWS FROM INFLOW AND INFILTRATION WE TO RAIN EVENTS ME 120M RADARRAINFALLLMTA (ZWO) SERVICES MAY BE RENEWED THROUGH FY2W MUD ON PERFGRIL KL 18DAN FYZ -WhAl" . NEEDEDTO PROPFRLYCAUSRATW WDRAULMCSYSTEM MODELS VWYrBmrs DISTRICT YAM Leer OI reRltiarwa lLCtLtJ rXvuAwM Yanwutrtnl ocnVA.Ca, IFUWnwb, MwLlew, Mulsoun - MERAMEC SYSTEM IMPROVEMENTS (WATERSHED SERVICES FOR MAIDRWASrmATER SYSTEM CDNri1OL&TO MEET ew11ENT DECREE 11158 CONSULTANT) REQUIREMENT& OW O00 FY21 -WLr .." SYSTEM DEFICIENCIES REQUIRING CORRECTION. W &.10.18.4— SANITARY SEWER OVERFLOW . n[Uu_ IU ucl t.77 uxdnn el Lwwvnl cn CONTINUE STREAM GAUGING DATACOLLEC ION PROGRAM IN CONJUNCTION WITH WATERSHEDAND RMNFAWRUNOFF RESPONSE OF WATERSHEDS AND UTILIZED FOR 10708 STREAM FLOW GAUGE CPFRAYDN AND MAINTENANCE (USES) STORMNATER PLANNING AND DESIGN EFFORTS, 58MC 0FYZT undbcdw 'WATER QUANTITY& QUALITY EVALUATION OF STREAMS. Vnw Stuns OSTRICTWIDE ' INkwx anxi•Llnbu NewllVeu lu uuwrexl wAl en uuwull PERFORM SAMPLING AND ANALYSIS OF STREAM WATER QUALITY WITHIN MSDS SERVICE AREA CHANGE, FROM NPLEIENRTATION OF CSO LTCP. SW ELIMINATION.6 12W4 STREAM FLOW WATER QUALTY SAMPLING ) SERVlCE8 MAY BE RENEWED THROUGH FMQ2 RAGED ON PERFORMANCE 6MXO FY21 U.M.. ed STORMWATER MANAGEMENT PROGRAMS V..d.Smks OgMIOTVVDE M1tlL[Y —~MT Nuubr JWA- ewuxu Lm lU - WILL 6 MLIMIra MAlnl. Int WILUTAiNI:—Lw.eIVlLlx lll[ 12W7 SIRCHSARKDR) CONSTRUCT 4.400 FEET OF214NCH TO Z44NCH SANITARYSEWER. 613,ODO FM W..b.R VIDWITYOFAMBLEWCODDRIVE. Dslpn Sw AA.d Nrrgnl dCapwp InI Vr Rnt lu an1Uv1 UralrSEWER, SO SEPARATIONAN CONSTRUCTIONOF RATER DETENTION HARLEMTRUNK8EY/ER, SOFT SEPARATKN AND CONSTRUCTION OF eTORMMIATER DETENTION Ilm ASHLANDAVENUF.•CIARATOBELTCOtWINEDSEWERREUEF ='N 75D,CJO F.'tf WUAWTw. RECURRINGOdERCKARWDWMNSANDWILONOBACgIPS CanWudbllhM CT'81fED Aanwnunrlmle-aerrLeEu unrtrA UANnMev nerrell rwnL[N lnuNnaiwen,aur. aerMlwnVnwnu "'. 11885 RELIEF CCNgTLICT10N OFSTORMWATER DETENTION BASIN. ITZIPM FY21 Wobnd. RECURRING OVERCHARGED MAIMSAND WILDING BACKUPS calvkllmmT>IxI crt7axE0 wxalnwlYburetl Lrluxun ewxllAXr akwtK-uWuytlGluX MU MNUIuun tNtlllnb runr - - 12081 BALLAD MEADOWS PUMP STATION (P-712)EUMIKATON 87ATION P-742AND ABBOOIATED FORCFJWN 44,000 FY21 Walt da BUILIMGB)LCKUPBAHUPOBMLEPUUPBTATONOVERFLOWEVEHTB �.Qq S.W_ ASMMungen 1200 NMNW UMI IMY Htukk(CAPIM"SNU I U LANAMA HU) UlENtl1KUU'ISlgrttl UrIW/UH SANIIAHY 6tYYtN, 25,O00 FY21 WMIterlaLM BlRLW1U YAl:I[VI'tl AXU wFJRCWWiLW UAl111MYStWLX6 Dsgn SxwalM tOpady Axel Mrnpamenl CRpaeq 12021 IN:GU NArIIIMYNCUkP U(tNWUVL IUtltGU KUI l%RRB IHUGINdlrttl[.M IWNIOI IUI'V-IN[:118M11 AHY SMEK MAOO Fm Wubnda. MWINU MW WM AND UVMUiANKW UMIIMY StwkK& D�pn SanlwR PA.MMrrg.mmiCs..� tlela.ENN IMNtpd_.IMYX[IItYSI%]VIMtltXtl KU1U �ANa1KUUl li4W fttl LF lfY1Ul1 SnMIAKT GGWtn. tLyRRlt WX5l nIll:IWSW WIrNLi tll" � WILLNRM MiU1 TUN VYtNU1NMiW UARI IMT StWtntl. 12082 COWRGLDSDR) M 287. SMODD FY21 ift.1 N, CONSTRUCTED SRO OUTFALLBPQ07 REQUIRED REMOVAL Can*..On TANG SANITARY SEWER OVERFLOW tlWtl mvLk.12V1Amm-MRRKm#u-NtW -i,w-YI neNW1U.AI Nn ur lne rY11L14 arrverr a.bl eY unIIN. Inc UUN[U.x ruNL YIYC xCInW,IU - 12SW REDUCTION (MI) CONTRACTA REDDCEPURRIVI 6,25QWG FYZ W.%.d. INFLOW AND INFILTRATION CAUSING OVERCHARGED GEWERS, One,.bm Tmk SANITARY SEWER OVERFLOW WSa 1L-GLA.IAnwikN-IrrsNAwINI-xexAMW wwUUI ncMlur Ium UrINt WITUU aEWkrt aYal cm—W INS wmcu.Nr 1s Ylre MelXw, lU - - 12509 REDUCTION Po )CONTRACTS REDUCEPUBUGVI, 11,70AN FM Wnbnals INFLOW AND INFILTRATION CAUSING OVERCHARGED SEWERS-f:Ylp.bw trlrl7Lk SANITARY SEWER OVERFLOW SbkLL-ULLIANAIeft -rwaWM-NeNwM[U WallU 41 NtnMWIRIIUK Ur Int YIIWUtltWtN brtlrtMUBIXU Ink lA1XWIX YLAIt YIYt MtInW IV - 12584 REDUCTION RlDA CONTRACTA ILEWOE--IA SOQODD FY21 WSFkxd. INFLOW AND INFILTRATION CAUSING OVERCHARGED SEWERS. Onion Bar*. 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TREATMENT PLANT PROTECTS THEE OPERATING NTS A OTHER OPERATING REQUREMENTS THAT REQUIRE El1MINATION OR N REQUIREMENTS ELIMINATION R O 12424 BISSELL POINTWVVrF STORM nRAlMoP IMPROVEMENTS REROUTE STORM DRAINAGE TO THE HEAD END OF THE PLANT. 12MOO.ODO FY21 Wswedw EMPS. D.Wyn Se1Ms6 TREATMENT PLANT PROJECTS WnIIM1b rUYY nlAnuxw LeieNIVNAImUAxJ N[uulXea ' 12248 CAULKS CREEKA PUMP STATION IP-76W REPLACEMENT REPLACE PUMP STATION P-75M S, MODD FYZ Wale a. REPLACEMENT CGNMlslbn TaNr SMRARV UCALRR OVERFLOW ' U(IBIINb btY.eX Web NUI'HwVC IdrlvalT IUUwver Ln:rlSn 1211E CNTLMOREEKTRUNK8EWER(aME011)PMSEII CONSTRUCTSAW FEET OF 27INCH SANITARY SEWER. 2,10D,WO"Z W..wYIaX. STORM. Cambu.b.n TY.k AsdMw2sst0lp.* 129M COIDWATER WT CREEK YFmDIRDMT SLUDGE FORCE MAIN CONSTRUCT I7AM FEET OF 84RCH REDUNDANT PARALLEL SLUDGE FORCE MAIN 1.O@Q0W FY21 WArlsd. NO BACKUP SYSTEM FOR LUSLUDGE FORCE MAN. Deeps Seine DeeSeine TREATMENT PLANT PROJECTS I AVA[t nX1IMLT Rtlltf5 1IOU. W VA V-aeW"n Ylna I soul nel 1^1—ura 1x our Ine—AK INUNnn[w[x. cJL 1L M U fxrn.I xwl WlltFUnwbw[10.:IWtucu 11724 REHABILITATION CONSTRUCTED WO OITTFAL.BIP401.SPANS. WIIA BP441. BR1/4• RP473, BPZK AND BPffi7. 10AD%000 Frn WUEsds SANITARY SEWER 0—h.bn, Rye I T uppimnrdul APE.~ gMRARYSEWEROVERFLOW WBIKwllux YMNRUCNCn] tlCNYIUCa WYI VR rrtVVCUI a aYal ex ueYle2enUelf XWJIXhuIAwlrttUlNW 1A1 r11 a1w.wNV Yw 12802 2@1 PLUS BUDGET PROVIDE CONSTRUCTION MANAGEMENT AND INSPECTION SMACES FOR MRIOR PROJECTS. 211ABWM FYM VY..brmbr MAJOR CONSTRUCTION P.O.W.rl Sr.1— SMITARYSEWEDROVERFLOW VRWATrtWUa1W1 M Y neL rLN _LN IUIEWYGK - 12130 AVE) CONSTRUCT SSW FEET OF 124MCH TO IS•HrH SANITARY SEWER. WZODO FY21 WAM.." OYERCHMGEDSMRARYSEWERS- Deeps 8— Meet MMnagarlelLDrpMdp� UKGYt UT1tUN W1ttNSL.4--mmn nk11.IIlxY,A'— Lr- 12628 718TO MO RIVER WWTF) ROKWRLRATONOFIAMFEETOFTHEE70MM0421NCHFORCEMMN. 7S,ODD FM WANwda DETERIORATION OF EXISTING FORCEMAIN. pslpn gryiraA AseLlMnlAyrnra pesyMN LRe (I• n Ie4l MeyxLw nlvur Alen wmL.II w1uMaY tAUtaarve brwrY mnwnn wrmneu aeWerta wnrlwl eu rnxp: 1215E 11BNOUTFALLOr111JELIYINATIOH AND. R.EPARATON INCLUDE&EWER BEPAPoITDN. RENOVEINTSRCEPTOR M78 ANDCSOOVTFALL ly117. &DDO.00O FYM W..bndW MDPRNRTE OEFEOTB. D.ggn Smis. COMBINEOSEWER OVERFLOW eT aIW.UnaMI IMT N[utr 11¢WLVLMeINf IV MWK Uwb1 KGU14,b rtt l IMNUI GANPIMT-WtK. UINI RIUt 7WIWWI IU—I.Alt NUILMU tlr6ieA1 IOU MU IJVtMinANtlW VAXI IMY atYYLX& 12142 DIQ CON6TRUCTEO SSO OUrFAIl BP.118 1.BTQOW FY21 WadWAkT CONSTRUCTED SSOO COAL BP413 REQUIRES REMOVAL ' CgnrSUNUn T4N1 SANITARY SEWER OVERFLOW K NSTRUClnlnur Ise ruWJaewen a.a.er Irulrw .ne wNW mrLnl:e nre Telnw. lU 1m4 DEER CREEK PUBLKO M REDUCTION CN21)COHTRWrA REOUCEPUBUCIA. gN4O08 FYN W..hNWr BM1lOWANO INFILTRATION CAUSING OVMWMGE13 SEWERS CrIWUY1kn T4 SMITANY8ERIEROVERFLOW ' Uwleu alnw.unea ruxralU SIAIIVna wnu ae.renn.ia LlLUtaa'1Y[lnruvw MuxnLI M.KaI LiLualnu sort-ulwlrmbs - - 11751 DEER CREEK MNITARYTUNNEL(CLAYTON REM RIP) PART OFAN OVERAI.LWATERSHED PLAN FOR SANITARY RELIEF 24,10gOW FM WahN.w VMINGSEMRSMDAOWAnNGCO WMUCTE08806. C—htbn, R— l L&TIpW—Iml Appoplrm 0 SANITARY SEWER OVERFLOW - UUNGI XUU 14IJUU r ILe- IbANUn dM11 MY BtWtX WN I INOLNUT YNUItU 11 U WWRA I t - 12152 E. WATSON SANITARY RELIEF MUDSON LNTO RICIIVIEW DR) CONSTRUCTED 880 OUrFALL BP400 SMOW FY21 YWNeSdYr BUILDING BACKUPS AND OVERCHARGED SANIIARYSEWER. O. M..b.Ta* SANITARY SEWER OVERFLOW - RArwlnev .n Iwlu,rer[nl wnu n[rIA..[r[nl EASEMENT ACQUISITION FOR WASTEWATER PROJECTS 2021 PROVIDE EASEMENT ACQUISITION N KOING FOR CAPITAL IMPROVEMENT AND REPLACEMENT PRODRAM AND CONSENT DECREE, REWIRE PROPERTY RIGHTS IMG PLUS BUDGET PROGRAM WASTEWATER PNOEECTS 2,m%IW FY21 yYa.R.hLer ACQUISITION FOREASENENTSMDLAHb PIJRCN PrapYlbl RbTb AYpiBYN BEWRARY SEWER OVERFLOW IIInCYIrtCUVUIIVn ApRwAIIAV WAY MUUKttNlw GML'{6tlIYt Wt1 WYAIntM YLUYVtl MU wneunMllW LIpE111MY 12159 WAY10 REHABILITATE SSW FEET OfSAMC I TO 104NCH SEWER. 33,000 FY21 WSMsbr SEWERS C n*.dknT k McHMW"ar Rt C".* Wastewater CIRP Project List PNdact Long Nome D—pk.n 1N59 EDMUNDSDN SANITARY RELIEF(EDMUNDAVE TO BATAAN OR) CONSTRUCT 2,200 FEET OF 161NCH TO 104NCH SANITARY SEWER 12i70 FENTON WASTEWATERTREATMENTFAGLRYEUMNATN]N CC urtgL arVJIANr NCUeF (MtNAAYbIUt NIIR IU 1XXYtll KIIf:l1,XAl Fttl OF lb-INUII IItutF tltWLN NEPNOUXUEILKVAu. tLIMIN1lIt4.......... IW12 WILLOWBROOKOR) $80 OUTFALL BP4DW Y IRIAN I WUNN MAIN AN Y Ktutr Ibi M I—T LA luF 12179 270) CONSTRUCT B,E00 FEET OF 111NCH TO 214MM SANITARYSEYIER. THILULW 1rMN I IAW Innauw I ILA WnwN OF —a MMIU '0LNal-1 i,YWI—I lukllt nl wtN oeWtk. YenrweN vnmrtre vl rteuwlluN nrN 12196 FONTAINE PLI PROPERTIES U41a MkAYula uneerl I u mNublal uNEANu v Ieb My`LWBI k11U11,JW Fl Ur1"""1UYWNLil"N"My ritYlrJL l:UN llMirlll:T YKWtl:l 1U 12157 REUEFPHASEII RUMINATE CONSTRUCTED NO OUTFAJL BP-M GEHERALSENVICES wOREINENT-CONSTRUCTION RETAIN CONSTRUCTION NANAGEMENT CONSULTANT FOR AS NEEDED SERVICES SERVICES MAY SE 12547 MANAGENEMT(SOM) RENEWEDTHRCUGII FY2M BASED ON PERFORMANCE UektKALatnYu.T:a AJAd:eNeNl-rlWIUIYY btY.tK UthWN Kt1AIN UCnKN YIKM FUK Atl NttLtu YAUIUIY ntlLwtN UtiSKiN tltKVR:tli: atXVIUtS JAI tlt 123W p0101 RENEWED THROUGH Pt= BASED ON PERFORMANCE. LitNFJHLL btRYIDtRI AU12tMtNl-atWdRI.CSItin [ITN) KtIAIN LhIAA"FM11 FUKM NbWtVVbW-UaxIWN baIAYM:ea NAr rn KlntYYkU IHNWUn Y1d+r 124M CONTRADCA BASED ON PERFORMANCE . GLNLWLLxaNVn#x M1JnA:kaeNl ....nexvwen I—) u—Tbt—Ueb. ne-Y NM1T aln AtffW lHl Unl 12413 CONTAACTA FY2017 BASED ON PERFORMANCE nekYllea AUN[CMCrvI--Nvhv StfYIUtn LMw KtIA1k.UNV[II FIkN TUN Kb KttbWh N—lbtMlUtb. a.KV—IMY L2 KtNtYYtV IXKwbX 12418 CONTRACTS M021 BASED ON PERFORMANCE. bkNLNM1L bkNVIUtb AkNttMM I1 NY TUk.Yn:t W'aS 11tIA1I181KVtY rINMIrUMRB NttUtV nUKYtY biKVl4:ta-ntXY1L25 M1NT rR NCFkwtu lnllWlin 12417 CONTRACT FV202i BASED ON PERFORMANCE ULII—ntNVl4tif AblltEMG11 -NWXVtr xknNUkx laurS Ak. AN buKV ..kM FIa AxNkkutu xU—NeKVIuen. aenv—NwT Ue xeneweu lnKUulfn 12418 CONTRACT VYM21 BASED ON PERFORMANCE. Ny1kkAL'NeNMuea Auneeaenl-buNveT aeKauea l+u+ul kcIAM'aYNVtT rINN TUN hx nteuw bumeY aenYlJbb. bekvll;b MAY Ut MtIItMGU IkKWGX 12410 CONTRACT FY202TBASEDCNPERFORMANCE. CRM1L atXdl,.eb MSleetMtNI eHUINEtkMUntNYlUln NEIMN FIKMtl FSAR1MfIltuLU AiuXYtY, utVItUnXII:RL wXbINVU11Ury MM1XWALMtnI, IIV.ILIIT 120M 2102 PLUS BUDS ET AND SEWER DESIGN SERVICES. ' WLXfItW tlANNIAKY KtLILY {WM1IbIRI VAJUUx UI lux '-' ' 122" UNDSEROH BLVD) CONSTRUCT2,700FEETOF154MCH SANWARYSEWER, CONSTRUCT NEW PUMP 6TATIOFI WNTH ORION PEAK FLOW RATE OFS MOD -AND S00 FEET OF 10- 122(S GRAND CLAM WETWEATHER PUMP STATION INCH FORCEMAIN. TO LAGOONS - INwku Tula✓N1oe iA nNJLiI-rlwernu+wl: Innr YTwae Wnalala ur In. GRAVCISTRUNKMMRECUFFTORDP)SANITARY RELIEF PREWVVRION OF FLIWSJND SPEGFlCATgNS FOR THE CONSTRUCTION OF APPRO)UMATELYMO VNaI PHASE NOV(SKME4521) FM70FI24NCHroe44NCH DIAMETER SEWER mKAVUIa InJnAIwXlltwrr lUKUY)bA1NI1RNT KtLItf 4Vna1NNUl 4HUU rttI Ur NINUH IUaWNLN aY111M1XTntYItN•AWRIYW.M a.�wrr-kl ur xIIlxlani 12255 PHASE OR 364NCH T0424NCH SEWER. ELIMINATE CONSTRUCTED SSO OWFALL Bp-W GRAVOISTRUNKf MRECUFFTO RDP)UNWARY RELIEF SIXTH PHASE OFA MULTI -PHASE. PROJECT. THIS PHASE CONSISTS OPINE WNSTRUCTION OF 11A00 11705 PHAGEN(SME-521) FEETOF8INCNTOT24NONOLkWMRSOMrLEUMINATEOONBTRUCTEDSWOUTFALLBP4W - aeVery I n YF,Nae ur A NULlrrruoe rnwtLr. rn GRAVOISTRUNNWHITECUFFTO ROP)SANITARY RELIEF PLANS AND SPECIFICATIONS FORTKE CONSTRUCTION OFAPPROKMATELY8,300 FEETOFSS INCH 11797 PRASEVS(SKAR'a:1) DIAMETER SEWER FROM BUOKLEYTO UNION(STATION 153110ro2DW23), PROJECTALSO INC n INUNR(Ymll C4:IJrr IUnUY)anrvI1A1RY KELLf U Twain v*MI-tl UF6MUYI i—NI.H bAaUWTtltaAULA1KINULYl 1.6111 Ml OF tMtlI— 122M PHASE NI(SISIE-411 4 NCH SERER 1YJRLtN When KFYItF M.11. IV Ant I)-MWMMUNI IV wfVl.V.I WINN ltll lA'}IN4M 1U-I1 atYlblN.ia/ rbar ur YlYaln I U"—' ANu1L Na. 11708 CHERRY TRUNK SEWER B OFSEWER LINING 1,Iw Feel uF 61x1A1 IwNIIART neYYtn. ueLTM{NlaaaJn AnuwRwlAlN PaIlfAi a'Na{V 12306 HORTON PUMP STATION"A) RUMINATION STATION P-014 ANDAG80CIATED FOROEMAN nUn lLelunlltAaa LN—IMYN&Uc"IwU—k NI-K - - - - 12312 TRUNK SEWMTO N GEYER RD) CONSTRUCTS,000 FEET OF IlMNO7ro24NNCN SAHRARYSEYIER - uo nH. Iuenl RI....l omen 1..Lnrrmb nnu aor[uI Iuw, INFRWMUCTORERE9NRS(RRHABILITAMDN)2M PLUS RENEWAL OFTHE SYSTEMffYCUREO4N-PLACE PRE INSMU-ATIONWILL OODURVIA REHABILITATION 12592 BUDGET CONTRACTS UIYKC n[YINNB IwnaICwKILIU d11 YVK' pbktYNk VX fte1R.M:ealtkl YkUOLtakLAKt1UtN IlncU lknWUkUJ11nt LYnIKN:I. WNIkM:Itl 128C7 BUDGETNu WILLBEPROMPTLYIS UNMIROANEEDEDCDNSTRUCTKNL - wnblkwl LTJI)awwalllAv ntwtKn lu utuvrN TULIP lu Inb new+trraAtnun nAwnwxx 11057 JEFFERSON BARRACKS TUNNEL CONSOLIDATION SEWERS TUNNEL 11957 JEFFERSON BARRACKS TUNNEL CONSOLIDATION SEWERS In[rAlaI L[NA1 aruNYa naan. DEMOLISH-3 T) ppAOLMH RXIBTING LF.NAY PUMPSTATKN (P �081, MARTKNEY PULP STATION (Pa08N, AND STING LIMAY STATINnuaw, lialT LEMAY NO.3PUMP STATION AND FORCE MAIN JEFFERSON BMINACKS PUMPSTATIONF-308), 11817 LRMAY NO. SPUMP STATION AND FORCE MAIN NeenNwwlAlluxurrat wwJu atYYeK nrnitMlrnllw I nt wleeual•InL:e Uwe Melnw. IU 12090 LEMAY PUBLIC M REDUCTION(2021) CONTRACT A REDUCE PUBLIC IA. LtMAYWWIFAtI1AlIUX IANKIMrKWtMtlllx-K1nuKalk 125" ANDOATEREPAIRS REPAIR CONCRETE, GATES AND VALVES. 12w LEMAYWWTFDDORDDNTROIS CONSTRUCT IMPROVEMENTS TO ODOR CONTROL SYSTEM AT LEM91YWWrF LINLOEY DRIVE SANITARY RELIEF{F170 TOASHIIONT DR)(UR- CGNSTRUCTTAG FEET OF I24MCH ro21HNCH SANITARY SEWER. RUMINATE CONSTRUCTED SOD 12328 07) OUTFALLS BP419, BPd17, BP433, AND BP47& rLatM P.—I. III --KJn AI une rwureNl T Nx1u nennnalln{e rive MAIX Ir—w1u 12351 LINO/M REDUCTION(CABW.LERO DR AND CHAMBERLAIN DR) ASSOC LAM 0 RAN WARY SEWERS. I.NF c `"I un I.a �iwlnU INLLVWWAY iu lion ROP PARK) CONSTRUCT SOUTHERN PORTION OF DEEPS7ORAOE TUNNEL SYSTEM FOR THE LEMAYWATERSHED, LMNUYUW bl Uh— I—LaV u111 LMIM tKnuM1UwM1T Iu 11820 RDP PARK) . W U,-Mf1---ru Tar nIA..—IY-11+ANu rolls) 12489 -UPGMTIEB CONSTRUCT UPGRADE W VALVING AND PIPING SYSTEMS .—Ur 410IW Taal ur Lau bl VIVWb I Ynn.6 --- Tun aewxnq nnuu[wwI[nma LONER 6 MIDDLE RDP COO CONTROLS SYSTEM PUMP STATIONS. THIS PROJECT ALSO INCLUDES MANAGEMENT SERVICES FIELD INVESTIGATIONS 11108 IMPROVEMENTS(WATERSHEO CONSIULTANTA AND PRELIMINARY STUDIES ' LlmaalR aeJla.a:U XIV[N tlTartM rMlmW[M[Nla- lw.Ylal kJa:l UttYIwIN[L IUKIAYeI YY IewAlen rnUN lne FSN1UN YKYIY IU IfOt 117" SAUMGARTNERTO FENTON WAYTFTUNNEL BADMMARTNER TUNNEL, FOR TREATMENT ATTHE LOWER MFRAMECwWrF. BUIpet FbmcMl PNyeWTRle FrobknD—I.ptwn TakDuanphon Pm1eMSub Type DeaggUAn AMaat YW _. Data. 180,000 FY21 - W-d-tar EKCESSNE MCAMING WBRCHARGEDSANITARYSEINERS. wrrrkrluNuf-lrs cn Mrnwawwwlr urnrlaeun rnmwau Damon Samkaa Aad Malapamant OlPLft EXT OF THE c01NVEYENCE TUNNEL, FLOWS FROM THE FENTON WWFF 2.ffi4AW FY21 WaaOxwMT WILL BE DIVERTEDTO LNERAMECWWTF. DWMSelvwaa TREATMENT PLANT PROJECTS 1,IQgODO'. FYN WarhvmM BASEMENT BACKUPS AND OVERLDADED SANITARY SEWERS CwrhrmbnTaYl SANITARY SEWER OVERFLOW 511.WO FY21 WaahNa. BUILDING BACKUPS ARID OVERCHARGED SANITARYSEWERS. .Damon Sancta Aud Mannomant Cspady 220,000 FY21 W.U.Ndl EXCESSIVE [A CAUSING OVERONAROEDSANMARY8EWERS DN.W S-aa Amid Manag naM GIpany M%OW FYN WaAaNaMN RENWALOF CONSTRUCTED SSO BPa92 REQUIRED Dmn S-J— a SAASrARY SEWER OVERFLOW was I Kw.Hun Mwuu.tNenl weew 1 u aurrun I'LnnI1IL rnwww THFIDUGHWTTHE DISTRICT EXCEEDS THE CAPACITY OF INTERNAL 280AW PV21 Wawwahr STAFF. OalrarN ewv.wa-CaIa1nK4Nlkwpedaee ISSTRICTWIDE Mt nomll t x-ILISWnt41I L:Ip'f1All. rnwEl:la lnXUUr+Awl mt 3W.000 FM Wadv d. DISTRICTEXCEED THE CAPACITY OFIHTERNALSTAFF GSA-fin)-CIRPFu1M DISTRICTWID1 - ueMHN..HITS lu wlrrl.Til Uwni ALVNuuultl rnkwlalwl 1SD,000 FY21 WaaMYmbr INTERNAL STAFF. TNEgS 14EXCEEDTHE CAPACITY OF IN GSA-alpn)-CIRPFuda (p DISTRIOTWIDE - WuX V Mct rUSSU Ni IJk l—Yk cCib l—I.N.K 1 iKt WOOD FY21 VA6.1der DBTRICTEKCEED THECAFACRY OF U ERNALLzuRYEY STAFF nGKVLY M:.* au nUYYUNI L'NNIAL YNUNtuln INILUGR#1W I I Kt GSA-%-q ACIRPFmda DISTRICTWKE SAOMIFY21 Wadaaw DISTRICTEXCEED THECAPACITY OFINTERNALBURVEY STAFF. GSA-0uvayICIRPFun& DISTRICTWIDE " xiUMltrNr:ED1(aUaJYFUNI I'xYJIx YKWwIx'11n1uIlAVIIwI Ilre - WACOFYTI WaRa.m ONMICTEXCEED THECAPACITY OF INTERNALBURVEY STAFF GSA -RS—AA CIRP Fula DISTRICTWIDE ' [T areas IU aUrYV KI wWIrN4YnW tUla INNuubY1W I I ne MOOG FRI vftm—tar DISTRICTEXCEED THECAPACITY OF INTERMNLSURVEYSTAFF GSA -(S—A CIRP Rid. DISTRICTWIDE nVKVEY flttUn IU'buY1LKl l:AY11AL YNWtVIn ItMlll11l1MW I 1 Xt NVE0,PM Wamanaml DISTRICT EXCEED THE CAPACITY OF INTERNALSURVEY STAFF. OSA-(e—AOIRPFIrda 01STMOTWIDE - t1NArvatXlrvu NtkUx luxWruNI L:M1Yl llll rNWkVlx {HNWIg1Wl 1SOM FY21 Wadwaw THEDISTRICTEXCEEDTHE QWACTTYCF INTERNAL SURVEYSTAFF GSA-(OW"-CRPFmda DISTRICTWIDE 258000 FY2-I WabmMar OVERCHARGED SANITARY SEWERS Daalpn SarWNa AadM.nmmarlai Cap.* Wtl w[N I wen 1u .AI Inc INwnu---I tn.ctu HEADWORKS CAPACITY. BACKNG UP FLOWS INTO VALLEY PARK B71AM FY21 lryrbnmar SEWERS D.N1n a— AmdAMaoaNric p.* BYPASSES. BASEMENT BACKUPS AND OVERCHARGED SANITARY T,n7,000: PM W.UnuaN SEWERS. D.4.$.,I— SANITARYSEWER OVERFLOW anulAnuw xaaraNx uuawu nuluau aAuwYxANu aAnuAnr 574AM FM WrR.Maar SEWER OVERFLOWS_ DaIIngralaaa UNWARY SEWER OVERFLOW 30MM FM Wmmamk. BUILDING BACKUPS ANDOVERCHMRGED BANITARYSEWERS. Mmoda mn II.— SANITARY SEWER GVRRFUD 1.S37ALO FYN 1Nad.'.1w BASFNENT BACKI PS AND OVERLOADED SANITARY SEWERS, Dann SWOM UmWARTSEWEROvERFLOW - UVLkL,H-{ urKUYtNn IA — WIU,ANkI ISA0.KUM AND nAIII I MT - 918.ODOFYN Waa1e1alar SEWEROdERFLOW& D.A. SarKAa SANITARY SEWER OVERFLOW LIaaUWI:AU Iw rwu I,—Wn lu—uniMiamu l:ua.Nneu - A.750ADO FY21 WaNwa m, SEWERS. CaralnlA.Tak ODYSNED KOM FV21 WaataWaYr PUMP 67ATION Pala NEEDS TO BE REPLACED Daq. Sadna And Mavgaart Cgady N%WO Pal Wataaw OVERCHARLIEDSANTARY SEWERS, Dan. Sarlleao Aad MNNpamNlt DaPN* OLD, DETERIORATED. AND DAMAGED SEWER LINES CAUSING PPE 1GODUM FM Watlaaadr COUAPSEB. BLOCKED MAINS, AND BUILDING BACKUM Cwaklabml Tank AaalMaa'annaMR—ANd LMINIUCU AW Ml tkluHAl to—1 U. MaRXUltn, ntYYtM M UI MM SDOQ000. FY21 W.MaNa'dx INFRASTRUCTURE IN NEED OF REPAIR OR REPLACEMENT. WNrk Oder Rapak Cah(Cap" Aaat M-9-4 R..ImI aAAueLKwleunvnuer lu lNAnbYunl apAlrAK. FLuwa FleuN aNk . 4045,000 FY21 WNINNNw MkRTIGNEY CREEK SERVICE AREATOTHE TREATMENT PLANT. CorAulXn Tank SANITARY SEWER OVERFLOW a{AUewnle VaIMtAIY i V IKANaYUXI aM1NIINYIT rLLWa rI1uM Ine A=PYN Waakadar kRARTIGNLYMEEKSENVICEARFAYOTHETREATNENT PLANT lb asap Dmaq C.Oabu 1. Saalm SANITARYSEWEROVERFLOW JEFFERSON BARRACKS TUNNEL PROJECT REQLIRESANEW PUMP 11.130,000 FY21 Wadawbr STATION TO CONVEY FLANS TOTHE LENAYTREATMENTPLANr. +errtXaJK bnknAR:Nctl IUNRtL Ykwtul NeuulNEa A a-- Caraklt5-Phan I(&VPW—rdW APPWWbrO COMBINED SEWER OVERFLOW 34%=FYN Wadanmmr STATKNTo CONVEY FLOWS TOME LEMAYTREATMENT PLAIT Eagi—mag gaLq Cwahlall.n Savaa CONBINEOSEVANOVERFLOW 4.2M000 FY21 Wadawda MFLOWANDINFURATION CAUSING OVERCHARGEDSEWERS C.W..SonTak SANITARY SEWER OVERFLOW 5040M FY21 Wa Ad. AERATION TANKS CONCRETE DETERIORATION. D..%.& ea TREATMENT RANT PROJECTS f1NLlUIT WYN(uveMeM Ib PWUALIlllallaLL fLVIW KWUat eNWltV U 3AMM PY21 Waabvakr OOORCONTROL Dadpn S—a TREATMENT PLANT PROJECTS BUILDING BACNUPb AND OVERCHARGED SANITARY SEWERS. FOUR 680 2 ZD0A00 F21 wmb aw OUTFALIS BP416, BP417. SP433. AND BP476 REQUIRE REMOVAL C..b. lbn Teak SANITARY SEWER OVERFLOW 20,000 FYN WaaMvldaT BUILDING BACKUPS ANDOVERCHARGED SANITARYSEWER& Deayln$.,A— Aaaal Munag of Oapa* 1,A9MAGO FM Waaawmdr IMPLEMENTATION OF CONSENT DECREE REQUIREMENTS NEEDED. E{gaaaAay Dmag C.Ilwlak.n S.rvka COMBINEDSEWEROARFLOW SLCOSiAm FY21 Wad—da, IMPLEMENTATION OFCONSENTDEOHEEREQUIREWNTS NEEDED, Carebuebn Phan l(F+ppMlrmnbl Appbprblbn) COMBINED SHINER OVERFLOW 4,0OQ000 FY21 WN.Wder MECHANICAL SYSTEMS AGING AND IN NEEO OF REPLACEMENT Ca9.11I.Taak A.&I MNMperMN Ranawl COMBINED SEWER OVERFLOWS INTO THE LONER AND MDDDLE RIVER ZM))W FY21 WRalraana DES PERES POIENTUU.YIMPACTINGWATER QUALITY POMtaNaoS S—ka COMBINED SEWER OVERFLOW FtN a uN WW 111. AN INN—fAUu1Y ANUI —t -N YAKI Ur Ikt 1,500,000 FY21 W.I.W. REMONAL LOWER MERAMEC FACILITY PLAN. E1g11aag Owing Caduden SerAae A.W Manaperad Cap.* Wastewater CIRP Project List Pr*d Lwg N- Duelph- Nunber 11740 LV W GK XlXAMGV XIYGK tlTtll tM ILWKUYlM[N15 BAUMGARTNER TO FENTONWWrFTUNNEL - xl IY IUA44VMVW1IG RY IUKG YLUYYS IUIU 12265 LOWER MERAMECYNTF EXPANSION PHASE II FUTURE NUTRIENT REMOVAL PERMITECUIREMENS. E gWMITREQUIREMENTS, 12255 LOWER MERAMEC WWIF EXPANSION PHASE II - - - - - UPLiNAUtn Ur ANAAI MMY b 111- ARIA IIeU I U WYN I AM LtVCL IA' Ic VKU AAW MCYCNI 12M MAJOR PUMP STATION UPGRADES ION TO2D18 BUDGET FLOW RELEASES TO TO ENVIRONMENT 125M MAJOR PUMIPSTATION UPGRADES 2MI TO2036B000ET 1230 MAXwwMY>11AIAJH (MJfIUI XtYIACtMtNI KlrL FUMW31AIIVNF-" 1230 MEAD SANRARYREl1FFIWNDWEHR UNTO HEMLOOKOR) CONSTRUCT SSO FEET OF 104NCH SANITARY SEWER. ELIMINATE CO48MUMD BSO OUTFALL BMW Mt11AMCV WI I VMaY...AUuIt UAIAPJ M Ienlzrlun VUH51XUV11,NA Reel v1wN 111usP..uX.wk11ANT SevreN,Axu ucwMlNi.axm eUallrtti 1OBIB SEWER PUMPSTATIMANDFOM M N uuN%I NW l 1b,UW Ytt l UE 16INl;lY ILA IUnINUH nIINYM alWGf AEU anIAY rctl UY lbinun I V Ya 12351 MIDLAND• OLIVE SEINER SEPARATION INCH COMBINED SEINER M1Nlxlxx.'YI FLIAIINYALL Vkx AWAY 51A1 WRW 12 REHABILITATION REHABILITATE FUGLOWALL PUMP STATIONS, GATES, AND STRUCTURES MI.S10I 1PLUUVIN iUA IF MF a I Al um . 124M REHABILMATJON PHASE W REHABILITATE FLOODIVALL PUMP STATIONS, GATES, AND STRUCTURES. REPLACE EXMTINIA ENGINE GENERATORS AND ADD ADDITIONAL DIGESTER GAB UTILIZATION 12M MSSOURI RIVER WATFENGINE GENERATOR REPLACEMENT CAPACITY. uViv.. Nu.l I',.11M}eel OF Wnun MM 1ANY afuNtN. ueLUMMYYMuII hxU AiVMwn W. IIIAI W Mr 12357 NEWPORT WADING PUMP STATION 01400) EUMBNATION STATION P400 AND ASSOCIATED FORCENNN 12433 NUN.H FLt ft eAleeh W Mrl2 M ie0U0. ION Nt IU NAI tWWNJl IhWIS, IIIMN %AIu MI-8"H uuNNkut/wa, 12M oLWETTA STREET SEVER SEPARATION CONSTRUCT 2AW FEET OF 124MOM TO 354NCH STORM SEWER. MU YOU 1 I U YKUrtN l I— IN I HC DSLU n K Or TAX I MUfN.. nU l abrAKAN ION ANU VU IKW IIVA JIM PARTRIDGEAVENUE MO BWCKOOMBINEDSENM RELIEF OF STORMTWATER DETENTION BASIN 122Ip I'111I:t ILA rI1R1[lH tlAl111ANY NtutE I:LWnI NUCI4.MIFEJ:1 OF 14IXL11tANIlAKY nL9YlK MIYAIT1NrLUYM MU INRILI XAI NUN XtW U1PJII MV VRRMI IAA I MUt MVUIUUII IQ KWUUt r1UYRI G IRRLV W AXU INYILI XAiIUn tlUUNUltl Vt I -IN III I Ht 12594 2021 PLUS BUDGET RANMTARYSYSTEM CONSTRUCT 12, W0 FEET OFZWOOr DIAMETER TUNNEL DEWATERING PUMP STATION. AND 12441 RDP TRIBUFARIF.84l1EER OREM CSOTUNMEL CONSOUDATIONPIPIN(!,TOPRONDEASToMeEVOLUNSOF28MLLIONGALLONS XmXHLMXGWVIIVN71NWLliFJYI GY XU ANUXrn tlIU.LYYIX 12187 ROM CONSTgUCT 1,20o FEETOFSMIgI SANITARY SEINER REHABILITATE 7A00 FEET OF &NCH SEWER 12109 ROBYNHBLS NUMBER I PUMP STATION (P-417) REPLACEMENT REPLACE PUMP STATION P-417. 12191 HYAANUrAX11ANY NGJb. [ntLaYkI UN ILA 1Il11nIlU NLVUJ L'UNSI HUL'I .YU MtI LR IUYNLIN aAN11AHY xtwtK, a antxlxwubLYu nrv-IIUAnT neurr lLNrlurhunw ,:WaINW1r,Awreel.Jr le-ML�n arwunkl azweK. eunl.aale wr�IKYYleuasuwl.Au nw 121M wALINCATERRACE) M. SUXIIlILXVAV tlAlYI1AKY Ktl1GRRVMG5I IN[VVALN IV VIAMtlI KUUIIVN 11P AYYMVANAIGLT1MAFtY 1'UY IWNLW ILA ]iNXI.N IJWMCIFJt tlAMIAXY nIN.M.a 10161 SUNNYWOODCT} ANDAPPURTENANCEB. 12203 SMUNtINI ux IVYYHIiklw K1.l UAUIARYHRI OY.NSIKLVI UNI-ttl Ur124NVHIU1tl HLHn IAKYStWtIL SOURIBROADWAYATMERAMECCOMENEDSEViM CONSTRUCr525 FEETO° 154NCH COMBINED SEWER UNDER SOUTH BROADWAY. IN TUNNEL OR 10148 REPLACEMENT USING OTHER METKODS 1]INItl I KUI:I I,bY! YLG 1 4F 1L-INI,TIf•UN4iNWN r•NUW.tL I U 1 Xt tNt I INU rUk4LM11RA1N 12M SPIRIT FOROEMAIN IMPROVEMENTS 017MTO PROP% REHABILITATE THE EXWnNO FORaEMNN 122DO SHNII Ur S I. LWRI 1 MAIN' WA I ION(ILISDj mviAl mtN1 kWACt WMr N I A I NARY Y-Pob. lzW HFINll VI- n1. LUUIS 2 MMY 5 I A I IOY(F,`SS) NlrIACtMlN I Uk1 MUHA1 kD MW S I A I ION NLYAK NtMAI:t I 51. ALtlGXl YII2000IIIAYGYAISXRAA14W 51 AYUBI, UVIItfIXU4'Ilf{NIPet1 OF WXe:X1UlWMAI lHXIIPNY ntrltK. KGNl1n1U 1hfe tl,AV reel__U 12210 FERINNANDST) 154NCH SEWER- PERFORM PRIVATE M REDUCTIolt AT B PROPERTIES SI:AH rnum xAnI r wel nauet Is Nxre:LWKM�M I NO I W a1. 12211 BERDETTE LN) NNA CONSTRUCT 11e00 PEETOF IBMONSANNARYSEWER. ar. JAUuuea iYWllMlKtuer lal .uluYuea al IV. Uunalkuul l,abv reel VR ipkul aAnllArtTbrn[H. L'Vn11nUeNUTMweul lu eLWlxhre 12213 IAFAYETTE STJ CONSTRUCfED88000TFALLBP-110 Kel'1/N•C.p1M RCCL Im IwrvLX I W falNl:ry aANIIINII I+tWLE W I I n ItrInLYI Ankllnnt OcvY[k. rnY REPLACE I.-IM FEET OF IOJNIN SANITARY SEWER WITH 12-INCH SANRARYSEWER. CONTINGENCY llem SU6TRUHK 03 SARRARY RELIEF (MUREL DR TO JENNER LN) PROJECT TO ELIMINATE CONSTRUCTED WO OUTFALL Bp4,L 111u TIWE BADEN NEWSY SEWER IMPROVEMENTS CONSTRUCT DETENTION SAWN ARDOR GREEN INFRASTRUCTURE SOLUTIONS TO ALLEVIATE ISSUE& UIYtK I-Ntl 11 IMI KLUGE IJLNMNVtl UTAI ILA NO I U UuNnINUui 41W- UJ IbINUri I U I— i ilmvn Wkh-I'mu"UV YNWCUI ILA 12241 DAKRIPOE BLVD) EUNNATE CONSTRUCTED 00 OUTFAIL BP-M FIx.IYVI ....I xPNI1AnT NtueF (FlewhVe IUYNLFR 12242 LN) CONSTRUCT 3AW FEET OF I24MCH TO I54NON SANITARY SEWER. CONSTRUCT MW FEET OF2+FOOTDIAMETER TU INEl, DEWATERING PUMP STATION, AND 12N0 UPPER RDP(UNIVERSITYCITY) COO STORAGE TUNNEL CONSOLIDATION PIPING TO PROVIDE STORAGE VOLUME OF30 MILLION GALLONS VAYier wIXNL' M HCLAll nun (uLANw Vn NU "UALnNN MILL 12507 RD) REHABILITATE II,DW FEET OF 84NM SEWER. 12202 VALLEY VIEW PUMP STATIOY(P-TS.) REPLACEMENT REPLACE PUMP STATION P-734 YYAIGXRUXUbARIIAKT=LIG (NMIRNRUKUVN IV 122M DURWOOD DR) COISIR UCT4.200FEETOFIOSR4H T02HNCH 8ANITARYSEWER rntlLWCKtl 1Y ..,.,YV41a IIM.RYI•x.-O MVllk wNxi XYI%1WxxV VYI RALLY M-Ia1 11E79 WEST L0004000 SANITARY RELIEF AND BMAT. - tYWNnaAN111MY Xtubr 0a 1.UAUN IUU 122E0 CREEKRD) CONSTRUCT 2,0G1 FEET OF I54NCH SANITARY SEWER UUN51KWIl,EOUR ILRlU�Y Itl IAKY tlGYNGK LIGUUMMnaXM AKUR.ANwktAla1MUruxc 12XG WINDMOOR PUMP STATI0N(P•710)EUMRIA7IOR STATINP•710ARDABSOOATEDFORCEMAN - Aa n¢Y[Li MIANWM fiwwu.[.en 1 benNUw, rsAnnw,e, Arwilaw Anu SWAIN BMSELL-CYJMATER-MISSMPJ-MERAMECSANITARY SERYICESTHRWOIOUTTHEMBBELL.GOLDVVATER,MSBOUREARDNERPLMCWATERSHEDS,TO 111µ SYSTEM IMPROVEMENTS(WATERSHED CONSULTANT) MEET CONSENT DECREE REQUIREMENTS. CCN INSPECTION AND PHYSICAL INSPECTION OF SEWERS PERFORM CLEANING, CON, PHYSICAL INSPECTION, AND DEBRIS VOLUME ESTIMATION OF SELECTED 12ODD f0J SEWERS. SERVECESMAYBE REIIEWEDTHROUGHFY2022&A FDONPERFORII M Yr1RELMM M rvetUell VUI V ]NaYe4nUx MY LLernlrN K brnCnb, eKaaYlLT:b MAT x RewCWCY 1200E CCTV INSPECTION OF SEWERS CM* THROSH Pt= BASED ON PERFORMANCE Budg�e�.tI Fh-CL.1 AUL910 Y, PMJed Type Due PfaWm Daanpun Took Dx plfon P..a mJNd Sub Type Dlptlen - IT luyu K.MUrµ Ix YM11 uR InG 4BAOO,WO FY21 W-m ft, REGIONAL LOWER MERAMEC FACILITY PLAN. C..b111b.Q Pb- I(BupO-W ApprapfidNQ AMM M..VrI.M Mp.* NUIMenI ktM'N rT KCuulnen.... nnuwhalNxinLl-twrb Al - 2AOODOOFYN W.Maxbbl THE LCWERMERAMECWWTF Erp.-, m ft Canitru.11.n8wlm TREATMENT PLANT PROJECTS - MI -I Nt ll' NMIINWVINEMENInAnUIW1ANV[wIRVYYb AI 0,700AM FY21 YY..LumbT THE LONER MERAMEC WAITE CuArmcHwl Tuk TREATMENT PLAN PROJECTS ANINU Anu YC ItHANul tU l'urAl• xI A"-. IN ntGU Vr 1RYNN ON 1 MGM FY21. WMblAbe. REPLACEMENT OWN 6- AAoot N.npI,—*Rr W - AUI.GNYu utltiuiA.n1CL•wMr tlIA11lJN. In N... Lr Kar _ NAOQAO FV21 vh bl. w REPLACEMENT. CallbMpgl Tuk Ad M. l-rd RMIWMI I05AW FY2N WCNBN K WMr mluNP Nhhw ILA bt kGYLAL'tU, DWgA SWYIW Ad M.Mp..d R-I - WILAku nIWI Mu Uvk AK&tu ahnl l Ax rbrn[xu. 22DA00 FY21 y"Ol d. CONSTRUCTED aw oUTPALL Bw REQUIRES REMOVAL OarBbuWMI TWI SANITARYSEWAROV€RFLOW TANK S I A I Nkl 1ALU X , WMP 8I Al ION KWUI UVINMUL 300WD. FY21 W..b III. ORIGINAL DESIGN CRITERIA MAY NOT STILL RE VALID. bwgrI Srlrlw. AWd MMM9eMMt G.paly 5A40AM FY21 Wab.M. BUILDING BACKUPS AND OVERCHARGED CDMBINEOSEWERS. C..b.W-TMk COMBINEDBEWERMIRFLOW rLQVO0,MLUNd PVMr d4ki AJ", -Rai, mu nl kul:l uI t,ANtw K 1,OWA00-FY21 MMhlbAvlal 40YEARS OLD, AND NEED REHABILITATION, Doogn 9n 11 MINN MIM.~R-11A YLUULNVALLVN5 FUMY n l h1 IUIN.. W I Ca. AMU b i XUU I VKcb AI¢ VALN 2AMAW FYRI W+1db W NO YEARS OLD. AND NEED REHABILITATION. CNMbICMon Tr.k MN 1 A...rgpn Nt RooMMI rU1uk. ANlei YNUWUI Iury Al .n.IIM1I Ia rl --I.0 1 W TN.TTY VY4S ON UTILIZATICAPACITY, AND ENGINE GENERATORS ARE REACHING THE 1200,000 FYzi WaabNb.r END OFTHER USEFUL LIFE DNgn B.Ne.. TREATMENT PLANT PROJECTS 132 M FY21 WNtell.ler PUMP STATION P4M) NEEDS TO BE REPLACED. D.Wgn 8- Aral M-g.-d Cy..Iy 170=FY21 Wadngbr GC;Lbnl_N1:ALLIJNb WtKt21AYULU nAXIIAKY StVAaY& D.WgnSrd- AMN M.00R.I 4C.p..y M.I ANT*t K UUNUMM"ANU ANU NU.LINU oo eb IN WINANCU 2ID,WD FY21 W.-W.-W SEINER AREA Doran S.Moo. COMBINED SEWER OVERFLOW SAM=FM W.MrA.IM OVERCHAGED MAIN& AND BUILDING B OKUPS, C ndh f.n TNk CRYSHED 3117.000 FYN YJ.aPS..br WILU1NU UII[:kUl'x ANUuytKLUNN4'LU SNOIANY MWt U. DWW S.M.- SANITARY SEWER OVERFLOW - MWAIei UEa lx inrSJ01 mU1xteI NA I IUn FN I—I:wMexnu BOQTIW PM W.w1wtM SANTARYSEWER8. VAkCpp R.PIFCwb(C4p" SANITARY SEWER OVERFLOW WATERSHEDINOTE OAYTONACREEK WATERSHEDS POTENTIALLY IMPACTING WATER TIAL IMAUT810 WATER SAWAW FY21 W.NF.I.EM OUALITY. DWFS.A- COMBINED SEWER OVERFLOW 88,000 FY21 W.Ndwbr BUILONG BACKUPS AND OVERCHARGED SANETARYSEWERS. Dr41lervlws A...tMMMpenMdGpMly WARY liIAI IlX11Vh1 NlcUa neYLAVlMCNI I V MCCI WRRCNI aCRYWi 125M FM Wr.w ft LEVEL DEMANDS DwpS d- A...I MNspenKre C.P.dgr 39.0W FY21 W.M.lwt. bUILURIU"U UIVIARULIYt11DKANUlU 3AxllARTSRWtXB. Ooogn BerN . Hart MlwpyooM C.pMNr 14UM FY21 Uhb.Yl.br OVERCHARGED SANTTARYMWERS b. nSwvl... SANITARY SEWER OVERFLOW 2700110 FY21 vPoobwbr EASEMENT BAOIOPS AND OVERCHARGED SANITARYSE:VIER& C.W.. NITnk A..d M.krgm Cw.* 81ADD FY21 MMIN.br MAkI NG tlpLKUPb'WIUUVckL'xAklYtu SAPSIANY BtWtNS. DNxp.8NYbe. AINAll I g IMIiC p ft [.ValiMi I.y MIAI wM.M1cubeWen IS uc'1kX1V1VUtuW11 n nuMrnvub GRAPE CHANGES AND BEW E& LINE HODS OEBMSAND BLacm EASILY 800,0DD FY21 vbbl lFw CAUINO STREET FLOODING, GarWleb.n Tuk MYSIED 14"M FY21 W d..dr LACKOFCAPACT' AND REDUNDANCY FOREJDBTING FORCE MAIN. D.MOSmvl- Aa.l N.IMp.1wIR C.P y 19df100 Pm IITh.IerBl.r LItIeNIrARA1tU wMr niAI ION KC11AK xTHA{:MG9 I DMgn S-k.e AaN M.nyrlwli RwwNN 1SSAW, FY21 WWooW YtIMURA tUYVMY SIAIIVNXtMAH IRHAUGMGXI DMQnenAb.. AMd M.Sgelrl.nl RereA.l S87JIW FY21 Want l br EXCESSIVE VI CAUSING OVERCHARGED SANITARY SEWERS. DWP Sallee. A dhhM . It Cap.* 152AW FY21 VI%IWAbl BULUNBBM:IOIPSANDOVERCHARGEDamrrARYSEwERB. Deft B.14- A.WM-"e tCgmt* 820A00 ml WI.b..bT OVERCHARGED SAINARY SEWER& EUNINATE BsO BR540. C.Ildtwb.n TMk SANITARY SEWER OVERFLOW INUEONB BACKUPS S OVERCHARGED SANITARY SEWER& 1AWDW FY21 WUrk EDT CONSTRUCTED88000TPFALL 13P214REOURES REMOVAL C..bl b.Tuk SAMTAWSEAEROVERFLAW weklaNu1N�ufArunS. WILOXUIIAIXWYn,AN11 rLuuW.a 1x wErn ur 3,5W,WO FY21 W.alelMbN, NORTHEAOE11SUWER COMb1I.d_TL.K CNTYSHED .uu1JINb eauAUPu A1u VrtNUNANI4Y xAA1AKr SGWGXS. M,000 FY21 W..%.W. CONSTRUCTED SSO OITFALL BP4)DI REQUIRES REMOVAL P.-Im 8.111M SAWrARV SEWER OVERFLOW 303A00 FY21 YYY.brr.Ber BUILONSBACmIPS AND OJERCWBED B.AKITARYSEWERS uuYYTXNPAC Dulan SIerk A..el Mrn.R.erld C.A.Nq• LNG ATE mU INNERSRY CRY WATER8NE0 POIENMLLYINPACTIND VOTER SKXUXO FY21 W.t.*. QUALITY. O.Wn 8AV- COMBINED SEWER OVERFLOW RJ.UttlH WIII.IUIII LVUAII.. WILLYrvY 1M WYb MY UYCIrVKI1NVCU SAIRMO FY21 YY..b.MPN BANITARYSEWERB. CM.b b.Tak AWN Ma.B_N,IN C,.* rxIAI Iury Y-I% KGGUS XGYLA4TNtxl I V MGGI tltKYll:e LGVtL 195,000 FY21 W.W..br DEMANDS. Drpn S.nk.. Atand M.IFM-d RMMN.1 372.=FY21 OVERCHARGED SANITARY SEWERS. D.4n S.1W. A.Nt M..0-i cq-y tlAUC.ItN l LYlUluAlmi AIIU LW CFtLIWAYCY 61YY11NYT SCITLIO 9%0W FY21 W.9.1.w ACTUATING cONsTRcrimo s3DB C..be1l.nTak WrIARYSEWER OVERFLOW lld.0W FY21 W.Nwnhr BUILDNOBACKUPS AND OVERCHARGED SARITARYSEWER& Din S.Mwa Il.W Ml.r pr..M CAP.* 100A00 FY21 yft t ld. PUMP STATION MAY REQUIRE EVENTUAL SUMMATION. D.*. 8el1koo Aoo M mIgNm NC.p.vy BSQOOO FY22 W..DeYIviN MITEM CAFIOENCIESRRQUIRINGOORRECTMON w MrebllawlAM ur YRINIMILr PrNC..bf.USan.w. - 8MMARY3EWEROVERFLOW LENdC LV.sICrvarn[Nbw NEEDED TO IDENTIFY PROBLEMS AND QUANTIFY NEEDED CLEANING AND 2AGDAW FY22 WNb.Mbr RERU MPROVEMEKT& Vend. Sank_ DGTRNCTWRDE Fld IN— i e4gl NN L xywbna mNtGUtU I V aeNI I, muitl m - 1,WQ0DOFY22 WufNY.M. AND QUANTIFY NEEDED REPAASAMPROVEMENT& VNNer Sallow OSTRICT WIDE Wastewater CIRP Project List P.IW Lang NMn. D .W- - inalwLlAlwNur antes VvuNl:lil:vHinw uevF:"-l-uHtuul.esluexwwlex xuuNrs lu ine 11148 QUID VOLUME REDUCTION GREEN INFRASTRUCTURE COMBINED SEINER SYSTEM. -uttmumkK 3whi I ANTI tM IMrK1 mtm I N IYVAI WNxNCu re11FUNMANrvdtueurlNwxNK PwNANN:MenI ceNYILTa, YINrnIIYti: nnALTbIb, AYIU NtYIaN 11110 CONSULTANT) SERVICES W THE DOER CREEKWATERSHED, TO MEETCONSENr DECREE REQUIREMENTS VlNtHAL AtNYIUtN AaXttMLXI -rKW eN li ArrXA1UALLICI 12108 PLUS BUDGET PERFORM AS NEEDEDAPPRAMAL SERVIOESTO SUPPORT THE OBTfUVM PROGRAM IXFHw1ilKUulIMt NLYNKtl (wwlcWAl[IiN a4lrwa wS1—k UY klrIAVLMCNIrNVLAYM5 AXt NLM--II.11—H-11 Hk W.. KIN.I.tIrvI NAV Ia 12Wl BUDGET WILL SE PROMPTLY ISSUED FOR NEEDEO CONSTRUCTION Mat awxllwRT aY.—IMr W—I a I— tH W -11—M Ax.t Ilr —O MU -A ........., rLANNIMs, AnILLTal0. Anu uEanfiN 11145 OCNSULTANr) SERVICES IN THE LEMAYWATERSHED, TO MEET CONSENT DECREE REQUIRENEKM .Cohan -.I,.wr[tlw VaV bnw1NWL IVnrvLL, wasVuw11--.—, AN. — A -LOWER B MIDDLE ROP CSOCOITHOlB SYSTEM PUMP STATIONS. THIS PROJECT ALSO INCLUDES MANAGEMENT SERVICES. FIELD INVESTIGATIONS 11109 IMPROVEMENTS (WATERSHED OONBULTART) AND PRELIMINARY STUDIES . " Nlln Ywlu,e[N[1 w�llw.rlln nlWUln l..uNlYl., rlwt ube IN NNaulwlrJn WITH ROW METERING, INFLOWANFILTRATK N STUDIES, AND HYDRAULIC MODEL CALIBRATION& 12W0 RAOARRANFALt DATAMM wQVYV[n—wV Vvrvl--a LVra[n SERVICES MAY BE RENEWED THROUGH FY2D27 BASED ON PERPONMUICE. —r—M AbN—& —NAM WwwImY[K I b--U, rLx --1 NNALTbl0. An. utaNX MERAMEC SYSTEM IMPROVEMENTS (WATERSHED SERVICES FOR MAJOR WASTEWATER SYSTEM CONTROLS, TO MEET CONSENT DECREE 11153 CONSULTANT) REQUIREMENTS. CONTINUE STREAM GAUGING DATA COLLECTION PROGRAM W COIIUNOTION VSrH WATERSHED AND 107B8 STREAM FLOWOAUGE OPERATION AND MAINTENANCE (USES) STOTMWATER WANHINGAND DESIGN EFFORTS. PERFORM SAMPUNGANDANALYSM OF STREAM WATER QUALITY WITHIN MSDS SERVICEAREA 12004 STREAM FLOWWATER QUALITY SAMPLING MM SERVICES MAY BE REKEWEDTHNOUGH rV= BASEDON PERFORMANCE AHYtLLtn xnxllAKTNeUKF 11 CbnLn NN(tCRta IAICaM IU 17072 MADAFORD LN) CONSTRUCT780 FEET OF 124NCH SANITARY SEWER. IYMUkx wlttw1rM11MileeYV IAe1NWRK A-IU VUV/K lnalyIPYrttl Vrarinl:X iµryIIwKybbbkMlex-AlvuruLYr AnuHLL[Iu reel VT 4lHM:n 12061 EDGEWOO)BLVD) SEWER YA 1. UJAIwN N HtWUJIUR IWVWMI T Pb KT KIf ANU 12008 BARRE17 STATION RD) REHABILITATE 3,700 FEET OF MCH TO30-INCH SEWER B--uU—m'--MIaxWNI-II:—W WIXIU YI Ncni UZI nllr"1m eUa bk""'b"M UtlMU 1XL""'U M rNAl:L rlrt Mtl MW. 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TO 111E SYSTEM IMPROVEMENTS(WATERSH®CONSULTANT) MEETmNSENT DECREE REQUIREMENTS altlticELLCTion)((CHAMBERS 12095 RD ANDCOBIIIUFW LAND DRIt)KI1L CONSTRUCT IABO SERVICE LATERAL CORRECTION REPAIRS. 120e5 &SPELL HILLSaMrTARYREUEF(ST CYR RDTOLEETDNAVE) CONSTRUCTZ300 PEEr OF24NCHT030NNCM SANTARYSEWER. 125N1 BISSELLP :VAVTFCONCRETEAND GATE IMPROVEMENTS REPAIR BUJICE GATES AND CDMPONENf6, AND CONCRETE xl wWlrMeulalnwnY RNLI HRIMIANY IH[AIMLnI - - 12847 MCC REPLACEMENT REPLACE MOTOR CONTNOLCENTERS. —NWUUNyd lfAKYKLUtr LBnAIN..YUK IVWK—UKANU. 121W SHAOKELFORDROTODANNELLEDR) CONSTRUCT 4,MOFEETOFI54NCHT0274NCHSANrARYSEWER 12107 YULWlYHVOUTAKYKkLb (UHJS AMLN IVWNUK) I:ikUul i.W l(Jk rxYVH IUI?fNOX VARIANT btKItN. tlUKNINU I K= IN W W I K W l VHt N.rNK LN -VIAI exHANU IUII 121UB TO FOR RUN DMZ) CONSTRUCT m FEET OF la4NCII SANITARY SEWER. 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S PUMP STATION AND FORCE MAIN JEFFERSON BARRACKS PULP STATION(R+107 135AOD FY22 WAMMRhr STATIONTOOONVEYFLQYSTOTHE LEMAYTRIIATMENTPIANT Eno..nnp BIT111 CoMb."$-I— COMBINED SEWER OVERFLOW - - Jtr—bUH tlN(HAUKtl I UNNLL FHWI-I KWUIKCIS A MCW WMr - 11817 LEMAY ND, B RUMP STATION AND FORCE MAIN - 4,41DAW PVM WAA1exmMr STATION TOCONVEY FLOWS TOTHE LEMAYTREATMENT PUNT, rMilLll Y IMYKYYtMlN Ia AMUAµ;IILWAL FCiIWx NIUTANt tNHRNISY CandllkAAA PhAas I(&gIANnAmAI AIIpm)ahbN COMBINED SEWER OVERFLOW ' 12W LBMAYWWTF ODOR CONTROLS cYNtlrnuul imm Lu lu u—IR CONTROLSY874111 AT LEMAYWINTF. 8.500.000 FY22 WININAW . 0001CON77ROL C—buctlon Task TREATMENTRANTAAWEUTS 125Lr S LEIIYIT YYI11r WRLMeMAXT RNLI YXIWIIAT tlCI IUNW LANK STRUCTURAL AeuewreATION REPAIR CONCRETE,MM, AND HARDWARE, AND REBUILD SLUDGE COLLECTORS 2 ODD FYM VhBirmM DETERIORATNGTANKS D.N. 8.v.N TREATMENT PLANT PROJECTS 1266E IfuAy WWI r KVAUWAT KhFARNIA VHAVG 11 NCy(IN)C 3U.WU IW C. imho Ur m l tNIumAIGUYAVFIINI 490AN Fy0II YNuheahr -1 hRIL IiNUULM1UktIt PAVtlatm Ga1ntl1.*.TMAk TREATMENT PLANT PROJECTS T NCUCr IMCALA7W41UC yM1 ruN NtflAl:t51111fttl Uf WXL111V 11eInGX lfIN11AKTatWCN wIIHIAiNA]I 1U lMNNUM i3WYIlAKi r3AmIAKYaeWGKb tAFUtltUAI UNtGNUYNUPitlWbtl, IXRl1CY1MIC 11141 UNOBERGH BEMOAN SEWER 7A1,O00 FY22 WulexetM CAPACITY, AND SEWER BACKUPS DeAUn BamoaA Apet MAnl0emxR RemwAl 12332 UI I I UII U I.a ,IMV 9-1-(ULUtl LK MILL HU AM 0 HI TOLAPALNADR) CONSTRUCT 2A00 FEET OF I24NO7 bANITARY SEWER. 11A000. PY22 LI]AA1eraMar BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS Dasgn SlAMme Aasa[Tle Mommirt Onpe[Ty LINNUFI-Ub!QHIAUC IVNRtLL IHUN—(MWYWAT IV - 11m0 RDPPAp10 CONSTRUCT SOUTHERN PORTION OF DEEP STORAGE TUNNEL SYSTEM FOR THE LEMAY WATERSHED. 145920AM FY22 WAWN'ALIr IMPLEMENTATION OFOONSEMTDEOIEEREOUIREMEUM NEEDED- - Ga11bYMkn, PIMU I(61A1pMnmbl App"Oft) CONBHEOSEWEROVERPLOW -- 11m0 UkNUrwNaxluKAYC wxneLasAlIn IAUVe Ia11AVJwAT IV SOP PARIQ 2;]WLDD0. FY22 vvawbmmdw NVLEAENTATION OFOONSENTDECIREEREQUIRIMENYS NEEDED. Erg—M D.W Conkh.Wn S.W.. COMBINED SEWER OVERFLOW 11816 LARRDP TUNNEL DEWATERINN PUMP STATION CONSTRUCT PUSTATIMM PUMP STORED CDBBNEDBEWERAGETO LEVAYTREATMENTPLANT. MP JAM PY12 WAAIAAN1 LEMENTATKINKEEDED OF CONSENT DECREE COMPONENTS EMANNY,, O—V CIIM1Mmn SM19Me TIBI OONEDBEWER OVERFLOW 11BI6 LI6rUV 11MNCL ytWALtRIN1iWNr tl1A11c1N 12W,0110 PY22 SVwMxem II.PRPLkRICNIAIFUN HCCUCU Ur wRxCXl lE1RItC WMRAINCNIa, ConbU dm Tbkc OOMBIED SEWEROVERFLOw wHMlYtNVJIN11N—W—LICr(—IMYM IV - a WCH ZE-mlWn 1UMI—I k LWIUNNY WUKYYa UUh I 12338 BREDELL AVE) CONSTRUCT 10M FEET OF424MCH STORM SEWER. SOILM FY22 Wrpw hT OVERCHARGEDCONBINEDSEWERS O..huctlm T.& Mat Mempnmllt CePavq' LOWERBMIDDLERDPGSOCONTR=SYSTEM AI AMA rt[1 Ur W V aI--..LIAISE. LUN—L 1uAI nal aawClra, Anu u[ WA IMY- PUMP STATIONS. THIS PROJECT ALSO INCLUDES MANAGEMENT SERVICES, FIELD INVESTIGATIONS COMBINED SEWER OVERFLOWS INTO THE LOWER AND MIDDLR RNER 11108 IMPROVEMENTS(WATERSHED CONSULTANT) LUWCNACKA—KIVCX51a1tMIMrXWG..N1a- AND PRELIMINARY STUDIES LCCr IUlNNCL IV wKYCl YWIaIeAYAItNrkUN INGftr11UNYYYYIf IU— 2mx00 FY22 11064 I LIES PERES POTENTIALLY IMPACTING WATER QUALITY ONWWIFasAN—mFAUIULTANUNCML,, 1I MIlN INC PN,kd—I G.-A— COMBINED SEVER OVERFLOW 11Tm BAUNGARTNERTOFENTOR WWTPTUNNEL BAVMGARTNER TUNNEL. FORTREATMENTATTIE LOWER MAA MECMVJTF. 100%000'FY22 TNasheNhr REGIONAL LOWER MERAMEC FACILITY PLAN EnDYNMtM DYM1D Gwsb1e1M11BMrka AwetNvepnnlRCapa[ ' UJmtI MEXAAICIi NIYCN tlTtlICM tler1YWCMCrr.a- f .UN WWIr1a.Ill asIeKIN FAUWrY ANU NCMwA15 rW11 11F I.C. 11T4S 13AUMGART-RTO FENTON VWNTFTUNNEL ' CN'N(U— YrlyrAue lwn111NY LUWlJ(MCKMNCU WYYI F I V AAAAMNNNII c Yu. U—rLV Wa AN. 36ADOJID FY22 Wed—hr REGIONAL LOWER YERAMEC FACILITY RAH NUI KIGNI XCM—YtNL111 KWUmCMtNIa ANYAUY[NuryllirLLANx Ar DeaMiolArL M— I(813p1NOnrItM Apprny0nNn) Aeet MArAp—kCepecy 12255 LOWER MERANECWNYF W(PANBION PHASE 11 FUTURE NUTRIENT REMOVAL PERMIT REQUIREMENTS. 27,100dom Pm WAAMIVAMI THELOAERMERAMECWWTF. Omminmlon, Pl A I (SIop6mwW Appppdril" TREATMENT PLANT PROJECTS 12337 MAIN SAra1ARY KhUC1SV1WUt KO I U Mr1AVC) WNYI HUC I Wow lat l uF—NLM MAN11—y tlCWLN. 23um FY22 WAkKVAMr UVtNliW1UCU HHYIINtT xCYYCHa 0.9p S.A— AweIhbinig 9Cepeely. OF MKIUX YYYY tllAl Nrrtl KC W IRCU I V MNNIAw LCVCL of aMVnx ANU YNtVFJr I AYlryy ARY Ilk 1 kN11AN1lU WNr xlAl Iwa IN NGeU Ul NCPAIN U1r 125M MAJOR PUMP STATION UPGRADING, 2021 TO 2035 BUDGET FLOW RELEASES TO THE ENVIRONMENT 1AOOAM FYJ2 VAAWAINr REPLACEMENT. Deegl SANe:as MarThleGMlnMRe1wx41 AMINUMULitt LKIL ICU WNr OIAIIUnam'Retu UrKv Ku 1250 MAIORPITMPSTATONUPORADEB2021 T020MOUDMET 4A00,00 FM Wnt..d. REPLACEMENT. CUIMNKI"Talc Avast MAln4-9 Re11NAl - - OLVULAJMWNtU 1LtwCK SGWtN tltYANAIIUX IU MI IIW11ttlUIWINU IAAvxura UUt IU 12339 RELIEFIHAMFRON CREEKTD LYNDOVER PL) " CONSTRUCT fifinO FRETOF804NCNTO W4NON STORM SEWER 11 AAT 6LWCR LVN IInOCnUT rRWCUI rU eIJMINAIG 1,700000 FY22 WAAA—W OVERCHARGED COMBINED SEWERS IwNLAnu M11I:RJ1'a Any WlKUNANyku xAN11AKY tlCWCNtl. Ca1MumAn TMk AAAAIManig MROepAcky 12811 MARIEJTA SANITARY RELIEF%IRCLE DR TO FLORISSNR RD) CONSTRUCTED 550OUTFALL BP12ZL 300JIDO FM WAWAa<r CONSTRUCTED WO OUTFALL. BPS@ REQUIRES REMOVAL. C...&.e nTuk SANITARYSEWEROYERFLOW 1230 MANK I MIN M Rt1lUU I ION LPAI I CHALON NO ANUMTHILt unl -NtnA11LIlA1e2w eel UFlFlNlal tltYltll. YtXfINBe YXIVAICas RWUGIxRr AI UNt r1rUYFJ1IY. 20,000_FY22 WAAMYAINr lXGtSYNl VIywxlXY wtkUXANytuaAN11 ANY xtweNM. D.Alp S.A— Aimed MM1gs1 9Cepasly 12344 MAIN I XJNCY MPNI IAKY HtLitF(KYV�I.:rHKU 14WWy HILL LIHI u1 lu,WlFttl-1 UN SU 36NNOH SNIIIARY ftWICH. 1560000 FY22 VALVIAYMhr UVCKVHAMMUx 11ANY xtwtNx. DINIP S-4— SANITARY SEWER OVERFLOW - MAtlUX YPJJ2Y VI NCUYUIIUII y.-...-HkxIGMMyANY YRKNCII UUN 1NUUI WrCCIKlFMIdtIwAllAkT hEWCII NGMAIIIUTAIC5,1W FttI OF 11-INl:r11VTWNl:X 12M PKYY) SEALER 17Q000-FY22 Vhetrahr EXCESSIVE MCA7781NG OVERCHARGED BItlIRARYBEWERB. DAynekVMa ApeIIWNBenkMCApatJly 12300 a UI UHCUN NO ARU IHUKNL aAMNANY kxUtF 64 uu":kUUl U rttl Uf I>INQH a IIAKY IM K. 48AW FY22 W-W.Atr 1su111ANMtlIWKUP6ANUUJCNUIMHUtlf MAXIIANY btwCN6. DAeMnB rd— ANAM 9IIINIALA CAPArN 12361 ADDLAND- OLLIE SEINER REPARATON LwH{aKUUl 1gIIW fGtl OF 1L-INlA11V lY5iN41151VXM1LCWtK NiUO.CW NC -I Ur1WNUH- INCH COMBINEDSEWER %5%000.FY22 Weehenl. BUILONGBAONPa ANDOVERGILARGIro GQMSINEDSEMRRS. C0NknmbxLPh—I(Supplem AdAppWid" COMBINED SEWER OVERFLOW l'+1na1KYU1 LMNFtlI ltllilUl xAnIIAKA aCYACKCLOaNA[c Wr/51 MYUICU 6aV WIrNLLi3s LAr- - WI-NYtA —AA VYCXUMRHYtV aNNI1AHT atWtna 123M MIDLAND SANITARY RELIEF(MIDLAND BLVDTO SIMS AVE) YR'a WtlIFY'1 fLUU11V1111lL VXa GAMY x1AI WNb 085 AND BP-145. T,2W,0W E^122 W.AW.Aer OONSTRUCTEDSSO OUTfALL.S BP-MANDBP445 REQUIRE REMOVAL rluc/uwnw Vlla rWM• UIp1 WNtl, kwl ta, ANU5I NYA:I UNC6 ARC-- Cal'IYu1hmT1& SANITARY SEWER OVERFLOW 124W REHABILRAMON PHASE V REHABILITATE FLOOONALL RUMP STATIONS, GATES, AHD STRUCTURES. 2_LOOA00 FY22 W+eh--* WYEAR8 OLD, AND NEED REHABILITATION CMRb1RU.Tm AIIt Mvlgvnenl R—W Wastewater CIRP Project List LanN g ame Daa.ambin EWdpl NI Ppro)ee21Typa r.W—Geeulptnn Ta31 [bsarpinn PmJeG dub Type Dne10ll1n N H . .. ...-..- _ -. 'MIWIWKIXWEX - - Val - 12364 tluNYILa iNURI1W(Y atWGK Keri1RlAIAHVH PHASE IV ABANDON AND FILL62AW FEET OF EXPIT1N6 WIRERS. 14SM FY22 W. atWtKm ANGlRlVRlIitX IN IPoGAf1UANtALLVNIMbWIU GXItN IXG SYSTEM, 0.4n gmin.s Awvl MarvBwlnrlR-1 EIUN kkT—N I -NI I MYNr4tt 01MWIUm uk l U. - .. 12SB6 LINDBERGH BLVD) CONSTRUCT4XD FEETOF 154NCH TO 18aMCMSANMARYSEWER 3wpm FM WuyyWer eU1LP01PBASNCIPB RNPOVERCrIAXOEP SANRARYSSWERd SANITARYSEWEROVERFLOW 12t� xVNlxftk Rt[UKeeK vuraaLAKewVUux _ wtKa, NARnluea, ARu ulleKusexVlu[uT.nnWNuxa G1100,OM F1'T2 WaWaWr :r,a....IVk Nr%A[Ialxnwcxi:HANVkY11N'111ANy xEYY[lik C..t WbnTe C(IIMUWCn ThL AMeLMenlpeNglr (`gpMlpl -- WNUrnuul Nl�eel lR•UimAl anNNwnT aeWelL UtvWllBbiiwk AfarAWlwneNallnV wMv -' 12354 OAKWOOD FARMS PUMP STAT10N(P-/70)ELIMIWRgN STATION P-470 AND ASSOCIATED FORCEMNN. 210,000 FY22 Winibxatx PUMP STATION RQO NE EDSTOBEREPLACED C—b-bm Tnit AUMMinvil ell RemNaA 1'fUVAIt INFLVMAXUINNLINR[RUIN M[WUIIUN r11Ul1N1111 UUNIMUhMU1rX IUNWUVt PNWAMINFL MUWFILIMIIU WUNI:[e UYYL INIUIHt - 11UVAItaWNt.Cb Ik INYWN'IINUIIITILIIWIIfIY RNG WCKVNNirMV 125NI 2021 PLUS BUDGET SANRARYSYSTEM SRAM FY22 WW..dl MHITARYSEWERS. WAIk O.WRW*CaN(CapW SANITARY SEWER OVERFLOW ALUWa In U l 00116IRU0T 12AM FEET OF24FOOT DIAMETER NNNEL, DEWATERRG PULP STATIDI,AND NPA nNO GUIYTONA CREEK WATERBHEOS PoTEHTALLY IMPACTING WATER OTT T14 AT R 12441 RDPTRIBUTARIES4DEERGREEIQCSOTUNNEL CONINDLDATION PIPING,TOPROUDEA STORAGE VOLUME OF 29 MILLION GALLONS. %Oak=FM VANbNabr QUALITY. DINW-SWANN, COMBINED SEWER OVERFLOW hUatUxIi AVG tlIN11 AKY NtUGY UReWPNH1IAY[IUANtlUK - - - 12182 Ill) CONSTRUCT atO FEETOP 124NOH SANITARY SEWER 120,M0 PYL IW1baWr OVERCWNLGEDBANRARYSEWERM C-iftudbn Tab Ned M.—R.—it Caparly INi "AV.ANNI IIUII XCU6r(1A16K VIWCA I INNA i V .. 12194 MANCHESTER RO) CONSTRUCT 2AW FEET OF 154NCH TO 1IHNCH SANITARY SEWER. Z7M0U FY22 1M1VAOeyNhr OVERCHARGED SANRARYBEWERB De1Mrt BNVww NatMNNeunent Capand mArleiMlllc SAW MY ktuty IaAYLenvna.t UK I U t .. 122M GREENTRALSDR) dHh.WbbUN+ IUWI IA A. 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JlNWXIMro bMNIi INNY.Nr, I[Y Itl I. UGNGVIGYE III IVI})GN1NAr - 12218 MARNARY DR) CONSTRUCT ;BM FEET OF 214NCH SANITARY SEWER 2MAM PY22 WWeMYIaJ OVERCHMOEb BAMITARYSEYYERB. Di dNML ADW hkrmgwrffd C� - SI. 11NI IHll4b axiRll Allr XkutY la 1. alyyYX LN I U 12217 STONEIMRPPR) CONSTRUCT RIM FRET OF a NCrI SANITARY SEWER. 211AM FY22 WU1JSda OVERCHARGEOSARITARY4EWFRS D~8.V— AUN MmI.Q. IGp * IxxuAnr blwwR AnN V vexVYWKUeV anlYllArt1 a[nerta. CONSTRUCT a,SM FEET OF 16INCH SANMARYSEWER. CONTINGENCY PROJECT TO ELIMINATE CONSTRUCTED 850 OUTFALLS ffl M1 OP-211 AND W,43 REQUIRE 12221 SUB-TRUNK#S)WITARYREUEF(BIRMNGHAA CTTO COVE LN) CONSTRUCTEDSBOOUTFALLSBP4I0.6R21f AND BP-213 I.OSDAN PM WMUR. r REMOVAL CNnbrN—TIN* SANITARY SEWER OVERFLOW WN-11XWIIWrY lWfMli% MINWMKIUrkUVnpml VY4.LUnbWltW'[AT VUMV44AI 1YV11UNGGIRIIM'If rill IUMLGI u—NI—VIUG - - - lXrM SUNSET COUNTRY CLUB PUMP STATION Old* STORAGE STORAGE ARAM FM Weabl LEVELOSMAMM Di Smd— -AaM Man9-9 CLp.* 12231 IOW IYYUMILb VNEk=i-A"wi MANY NCubF VLWUI NMI l41W FCtl LW 4WNLU IV41FIlwh x IMIY Wnbil, 1A76.0W FY22 YVllb6abr U11[NNTtANlrtII SAr11rANY StwtlR6_ Deedn 6-1— SANITARY BOWER OVERFLOW I Nu11 WU Nx.t WG— IIANY htut lIWV mut IKUNA V U I KWI 9I11 httf w ISNUh a N-7 at K. U.N i Ill N-Mllweul I LUMINAIG 12232 TO FIRETIMRN DR) CONSTRUCTED SW OUTFALL BPS. 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(Mpaelb .rrusL aAlulnN+NkukY rwwniwran ueeex Ku lu ' 12251 CLARKSON RD) CONSTRUCTS,2ifPFEETO 11 ROMM154NCHSANITARYSeMR 751AM FY22 Nradwabr DVERCHARGED SANITMYSEWERS D-p BeNBM AUNT BYro0-9 Cup.* - WMv a1wl Iw v4le neeua INVKuyeneNlm rV heel W KK[nI 122M WILTON PUMP STATION (P412) STORAGE CONSTRUCTED FEET OFBDINCH PIPE W PROVIDE 3,700 GALLONS OF TEMPORARY STORAGE. 20A06 FY22 Wsk—br BERVN,'E LEVELDEMANDS. DaIpl SiAUNaL Ih-g.-t cIIP-y WWI:XGH1—INWG JAIL I-BM111-1-_VVI/WUtlLW lA111C 1 NUU 11,—YGG 14F 1WNU11 IV—UX-1R ANTEGWYX l:lxl lINUt 1---ILU tll—WU tlAI:AVM ARU w[NVeWIUtU bANN MY'aewexa. 12280 TOOOLONIALAVE) ELIMINATE CONSTRUCTEDU0 OUTFALL BP4W 540AW FM UNddWkr OONXMUICTED 880 OUTFALL BPa REQUIRES REMOVAL Cgldlrku T4ek SANITARY SEWER OVERFLOW CONSTRLCTaaM FEETOF 15RTCR TO 244NCH SA1ITARYSEWER. 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M mnewUlANr WAIJr D14er RIIph CRAM {cap4B And MegmM R.-A LAOIE ESTATES SANITARY RELIEF ODEER CAEEKTRUNK CONSTRUCT 720 FEET OF 12-INCH SANITARY SEWER. CONTINGENCY PROJECT TO PUMINATE UNDER PROJECT 117181E INSUFFICIENT TO ELIMINATE OVERCHARGED 12319 SEWTO S LADUE ESTATES OR) ER CONSTRUCTED 280 OUNFALL BP-IM 2WAO0 FY23 WiNtMVYM1 SAWARYSEWER& C druWW TW SANRARYSEWEROWNFLOW 11S1S LM AY WU MIUX IOUIL IAAK)Hll111Un rN:lU1 T 1g1uAIANAT LEWYWWTF} CONSTRUCT MOO MOO ENHANCED HIGH RATE CLMRWGITION FACILITY WITH DISINFECTION. 2,4150W FY23 NlapkYldM I,PLEN9:NTATNDN NEEDEDOF COJBENTOEONEE COMPONENTS, pylplSMVMes CONNIVED SEWER OVERFLOW LI:AY11 WwIFAtnA11w IANKIMMI- MEN a-UUN—C 12W AND DATE REPAIRS REPAIR CONCRETE, GATES AND VALVES £AD0.0W FY23 WMMeNNMr AERATION TANKS CONCRETE DETERIORATION. CNMuAYanTMI, TREATMENT PLANT PROJECTS AUIU I T INYkVveMervla AN V A WI I IUV1L rLUYllb xtl4uW a tNHIVILYu 12477 LEMIYVWVrFODORwWMoLe CONSTRUCT IMPROVEM PT'STO DDORCONTROL SYSTEM ATLEMLYVAVrF. S.LNO.ODO FY23 WAdNMAM ODOR CONTROL ConNnsbok Phu4I(SIup:IkmentAlpprWWVNI) TREATMErfTPLAWPROJECTS LOAMY WWI- mt—UNMI AN MIMAKY-11 UNIT IMF 1254E STRUCTURAL REHABILITATION REPAIR CONCRETE,GATES, AND HARDWARE, AND REBUILD SLUDGE COLLECTORS. SO&OW FY23Wn11MMM DETERIORATINOTANKS OI,MbudbnTW TREATMENT PLANT PROJECTS WVIIUMAI IJNt rNU IYAr1u HLXAb1U I AIL—MNNMULtLRl1u 12331 LINDYM REDUCTION tCABALERODRAND CHAMBERLAIN OR) ASeOCWTEOSANITARYSEWERe. SLUM FY25 WAAINIAIM BUILDING BACKUPG ANDOVERCHARGED SANITARYSEWERS. CMNku NMTask AnMt MNA NMNNIC"N bI 11620 Wk—N bIVMtiC IVnrvCLaUUl n UN_ Mbr/VmWYAY IU RDP PARIU CONSTRUCT SOUTHERN PORTION OF DEEP STOPAGETUNNELSYSTEM FOR THE LEMAYVMTERSHED. 135,72%OW FY23 WMI ANMr IMPLEMENTATION OF CONSENT DECREE REQUIREMENTS NEEDED. OOM&MbK Phm I W*pMmmtd AppWIMIM0 CONMNEDSFMROMFLOW - IJIWA UW b1 UMM11L IUNNLLBUDIM UK—UNLULINAT I - 11R0 RDP PARK) 2,730,000 FY25 W.0.1kr IMPLEMENTATION OF CONSENT DECREE RE QUIRENENTSNEEDEO Eng ing During ONmuir 8NIIAML OOMNNEDSEWER OVERFLOW 11916 LMRDPTUNNEL 13LMTERING PUMP STATION CONSTRICT FNMP STATION TO PUMP STORED COMBINED SEWERAGE TO LEMAYTREATMEKT RANT. 21JMAM rM WdlbM BPLEMEHTATION NEEDED OF CONSENT DECREE COMPONENTS CNWIWIIARUN I(Sq*IMNMYJ Apprgxk MIL) COISINEOBEWEROVERFLOW 11818 WNW IUNNLLULWAItKlkurunrBIAIIUI MAW FY23 Wu>.wMT IMrLtrtkiANUN wttLxuufwxSYnl uelRmL wNrUneNla ErGk.MkV CALM C9IWIIESm S—k. CORNNEDSEIER OVERFLOWN Wastewater CIRP Project List P *d Number L..g N.m. Drerlptwn -- - ---- Ak,NNFe.I OF Laua4uRraa. IuxrvtL.l.uvauLluhllLnl akWEka.AN4 YCWhlCnlm LOWER& MIDDLE RDP 06000NTROLDBYBTEM PUP STATIONS. THIS PADIECTALSO INCLUDES MANAGEMENT SERVICES, FIELD INVESTIGATIONS 11108 IMPROVEMENTS( WATERSHED CONBULTANT) AND PRELIMINARY STUDIES. LUWEA ANU MIwLL HLW FUUL l Ek INI_ lY I UK.eWFJ4' 12482 IMPROVEMENTS 'CONSTRUCT IMPROVEMENTS TO THE INTF24CEpTOR SEWERS_ Lin VIALaA f(ANU IMLIMPILA. Yxel:n IIANr Keuer - -- - 12334 (DEER CREEKTRUNKTO OXFORD DR.) PRABE I CONSTRUCTMOD FEET OF W440H TO724MCH SANITARY SEWER LIJWtAMkk CUHIYCN'uvMtMIMW(WCMtNIe- k --KwI VMkY IIAKrvkL Iu I;I}NVtr WA.ItWl11 tX FNVM IHtYCNIVNYWYIF IV IKt 11745 BAUMOARTNERTO FENTON WINTFTUNNEL BAUMHARTNERTUNMEL, FOR TREATMENTATTHE LOWER MERAMECWWW uUVUkAAe uMItx14LuneH MekAMekNWwIY IUAVVIrwnikru4uwk HLuwxMu 12265 LOWER MERAMECVVWTF EXPANSION PHASE II FIKURENDTRIENTREMOVALPERMRREQUSiEMENTS. ' uWtuuA:. ur Nruun rvkY>ilArnx.a neUVlrteulu.MlnIlIY4 LEvtL Yr aewn.aMUlmevenl 125M MAJOR PUMP STATION UPGRADES 202E TO20M BUDGET FLOW RELE48ESTOTHE ENVIRONMENT. 12905 -MAJOR PULPBTATKPJUPGRADEB 2CHTO 2035 BUDGET 12BND I.MW wMr SiAlMux lY IHeYLAL;NeNL KtYLAC[YVMY41AIWN �. 12BNB NMAilrulmMNewunuN (YAI1.M4auN Ku rota MYKILI:up R[XA.EIIAI l-AJUYll I"UYLLWI:k.lYYtlf. HtkFUKM MIVAILNNlAJOIX)HAIUNt LMUY IY. YF iwnkwl MENCYPROJEIIAOELINI YTO ED CEIEfERYTO EDGAR ROAD CONTINGENCY PROJECTTO EUHINATE CON6TRUCTED 88O0U7FALL BR CEMETERYA CONSTRUCTED AR TIED SG.OUTF 10=4 MGOSWATSON TO EDGAR RD SANITARY RELIEF(SIMEEBGA) BIT. MkKAMku WI I VpI. YUMMY 1 A I lu. R-19 Ml-FI YK xv...YV01,nurttl uFl4Llxul luaL4Nun.ANIIMr.LwekAlNr uew.Wlaalw tMl. u low SEWER PUMP STATION AND FORCELWIL Mw.M.W. rLWImALL IAka YUMY.IAI W I4w 12403 REHABILITATION RBIIPSIITATE FLOODWALL PUMP STATIONS. GATES. AND STRUCTURES MIeAIIa.IFYI FLUUWYALL Uk. YUMY.InIIUIMa 12487 REHABILITATION PHASE V REHABIUMATE FLOODWALL PUMP STATIONS, OATES. AND STRUCTURES. REPLACE "CITING ENGINE GENERATORS AND ADD ADDITIONAL DIGESTER GAS UTILIZATION 125513 MISSOURI RIVER WWTF ENGINE GENERATOR REPLACEMENT OAPAUTY. " - I KW I I, MAP Ftt l w k Un-1 MYut..a.k ULUOMMNMUN AN. AUAHwH MAM 141'kM1VMr 12SIT NEWPORT LARDING PUMP STATION 0,MM ELIMINATION STATION R480 AND ASSOCIATED FORCEMAIN. NORMANDE SAN- RELIEF(PAGEAVE TO SANT OHAALES OMSrrRWr BXOFWFT 24-tNC14SMRARYSEWER CCWWGEHCYPROJE(.7TOEUMIMhTE 123DO ROCK ROAD) CONSTRUCTED 290 OUTFµLB W-434, BP457, AND W4W 12SMS OLIVEITASTREETBEWER SEPARATION CC)NFMUCT2MDFEETOF124NCH TO 3MON STORM SEWER. IMES pxO IUMUN-R SAVANT NMJM2� uuKul It= 4,JWrlll Vr2HNul&MILMY.tWtk YMif- NrLVYY MUINNLINAIIUN KLUUWIUh YKUtl1kAM GUA IMULYrkIhIgM IV hwj-PnNAI I-INrLLIWmu 1NfILI MI.-U-0 Ur PI -IN IU InC 12984 20M PLUS BUDGET UMMARYBYSTEN. CONSTRUCT 12AN FEET OF20 FOOT DYIMETERTUNNEL, DEWATFRING PUMP STATION. AND 12441 RDPTRIBUTARES(DEERCREEK) CSOTUNNEL CONSOIIMTION PIPING. TOPROIkWE ASTORAGEVOLDNE OF 28 MIMJONQALLONS NGNAEMXtW4'IIVN LMMUKwrtK IkV MUKLW tlILLLWIN - - 12187 RD) CONSTRUCT 1200 FEETOP&INCH SAWFAIIYSEWER. REHABILITATE 7PM FEETOF&INCH SEWER 121M ROBYAHILLB NUMBER I PUMPSTATION(P-417) REPLACEMENT REPLACE pLIMP STATION P417 a rlervl WLAIV IILVl. a -T K.Uer(LAT 1-um..uulaIRVVI MAW V=.-I... ....... e.VeH. eLM.NAIC-.-Mua.0 WlYwu.Y 121MI WAUNCATERRACE) W3 1318E BfiI.WLAVb"NIIMY IILLIEY(UmxYAvh IV U4x I lKK) UIXRSIKUU:1,/Illl htt11n12iNUn I UI?INUN"Al IANY UtAhk 122M IHIKtIkt: ON IV WHII l MACH UI BPNI IMY khlJh UUIW1kuU.rulekl LFIi11ILTIluT.iN"MK0IAKY.kWtK- - U Ikwl.,ceu tee l w -- ruxutNiArx PARALLEL W Ine LAwnnY.uk "N, Mu 1283M SPIAIT2 FORCENAN IMPROVEMENTS (P-73I TO FLOGS) REHABILITATE THE EXISTING HORCEMAN 1ZKS .MHIIDF. 1. Luum I YUMYBIAI IM(Y-YdD}KCYIA4k 1 KtYlAl.2MUMYBPAIMk- 12ED SMXII Gr 81. LUUI52 VUP5IAI NUN IFKI3lN AC HLWlMGNI Uhl tRIUMAI hil WYIAUL W.IAItt KMMR kLMLN I, .I.-h- I UI.""'Uk (WAamnulukxl AN... lAAAJIkULI I. -FOCI k.R a4N1 IVI--LAm 1-1 LAIek RYNNfKNAIa 0.1w PCel wnt al lV 12210 FERDNAND.T) 104NMI SEWER PERFORM PRIVATE VI REDUCTION AT I PROPERTIES. aI.Am. RUNT'.MY MY kkukF Im; NM-YLUHI.kuw l IN r u B 1. - 12211 RERNADETTE LN) CONSTRUCT IAGO FEET OF151NCH SANITARY SEWER, al.Ie-eVKr.e UKtlNaMIIMTneuv luAlaT Ln lV lahvuN wr�,�uu rCtl OF luxuH lullixuYYaMnMT.awa%k.[min+u):NV YNWt411U 12212 RDTO NEW RAMPSHIRE AVM) EUMNATE CONSTRUCTEOSSO VUTFALL BlJ IUWNL.W In.Amlwkr NcuEr Iu11LVKJ uruk.uK lu It.kkuN 1223E FERRY RD) WNSTRIPCTIDN 2,7D FEETOF 124NCH TO I54ilCRf SANITARY SEWER. CONSTRUCT 8,W0 FEET OFM-FOOT DIAMETERTUNNEL, DEWATEAING PUMP STATION, AND 12440 UPPER RDP(UNNERSRY UM CAO STORAGETUNINEL CONSOLIDATION PIPING, TO PROVIDER STORAGE VOWMEOF30 NINON GALLONS. 12M VAILEYVIEW PUMP STATION(P-7SIN REPLACEMENT REPLACE COMP STATION R734, WA.I KU414 ril l Vr-INUH.Ar4I 4M. U WON-4AAR1I- VYF-i I tLIMINAlk 11878 VILAOOUILAY SANITARY RELIEF CONSTRUCTED Sao OUTFµL BPQDB, WNIenI-MAeu-I.MY Ntuer(N.Al enruw Ln lU 1220E DURWOODDR) CCNFMUCT4.2W FEET OF IS -NCH TO 244NCH SANITARY SEWER kAW.I KUVI Ikr,.W rLLl Ur 1LykVh IU-INUK UAMCI tN Loth IMI.M KPMUM kYUMMUIw 10794 WEBSTER 6RONESTRUNKE SANITARY REUEF(SKME-02B) ROM NORTH OF EAST E88E%7OlW4SHALL ROAD. WebksreN UKw..IHYNK..M IIMT AMLl.r 4,AM-) VLNSIKULkItNW-Vr-IJH 4VeLJ14LRaPAIIMT.tWCN- UUNIINIitrIVYYIk-IV 12276 PHASE2 EUINATECONSITIUCTEOBSOWTFALLSEP-fl4AHDW�7& ./NNeYwnaaMUMTneller L.Alltlw. ulk lV hewn lzm GREEKRD) CONSTRUCT2,50D FEET OF 154NLAK SANITARYSEWER lA)A.I hUUI 1pW Pell Vr 1WnUl anNIlMTseWtrt.uEWMMMkXUx nnuntlwMwneAlallm. WARY 12305 WINDMOOR PUMP STATION (P-710)EUMIATION STATION P-710ANDASSOCMTED MNICEPMN. M.MTS, ANU FYtl11HAM]IE At IXt tllabrLL UULUYYAItN,NI..WNANLKI1MLl:- 1259 MAWTF SC.IW HARDWARE AND SOFTWARE UPGRADES ANDG GRAND AND GRAND GLADE PLANTS, Pr ScvrCK kAr1J.IIAe ANu Morwl IUnq NFRASTRWWRE REPAIR$(RERABIUTATION)2021 PLUS RENEWAL OFTHE SYSTEM BY OIREf)INR PIPE NSTALLATIONWILL OCCUR VA REHABILITATION 12592 BUDGET CONTRWTS. IeRVUNMrw NAM, M -MERAMEULANT) BETEM OUGKOUTTHEO SERVICESSENT DECREE THE CKILeKITER. MISD,URI AND M RAMEalaATE SHEDS MIBBOURI AND MERANEC WATERSHEDS TO 111M ATER BVSTEMIYPROVEl1ENT8 LWpTER8HE0 CONSULTANT) IMPROVEMENTS MEET CONSENT DECREE RELWIREIMFJRB. REQUIREMENTS CCTV CCTV INSPECTION AND PHYSICAL INSPECTION OF SEWERS PERFORM OCR, MEAN INS, PHYNCAL INSPECRON, AND DEBRIS VOLUME ESTIMATION OF SELECTED 12MO 2023 PLUS BUDGET SEWERS. MWALLAI Nun Ur UK... aWiW. -,.vL _V.- 10... a I1AIMWAICK WLVMCa I V Ine 11146 OBOVOLUME REDACTION GREEN INFRASTRUCTURE CdelkaosEY.ERSYSTEM. Sudgel PhnpW Prqld Type pMhhm DYIMpt- TLkDraptKIl P.JectSUbT7P.Dnerlpli- A InInt Yrr .. Du._ - COMBINED SEWER OVERFLOWS INTO THE LOWER AND MIDDLE RIVER ZM000 FY29 W.MMwala DESPERES POTENTIALLYBMPAGDND WATEROBALNY Pnbrk-1 Servin.. COMBINEDSEWEROVERFLOW --- IMYN h. I. NttU ,.-HAN-AuuL--MAK. MOANS 2A7O008 FY23 VW.p..W REPAIR AND REHABILITATION OFTHE INTERCEPTORS D-W SN OOMBINEDSEWER OVERFLOW 1,418,WD FY23 Wad ..M ELIMINATION OF BP408 AND SP404 IS REQUIRED DMIR18MMr. SANITARYBEWEROVERFLOW - rt34 MLin v- I r la M In I CLAIM PAiAU I T Mli kEMUWALU VAN. Ur I Kk 48D06,000 FY23 W..NNMer REGIONAL LONER MERAMEG FACi7TY PLAN. C.IrtrINhwM ph-'%NppINMmWAPFWM4m) AA.MM.NIG-kc-pMRJ NUI mlHI NCMWJLL YLNNIi KLWINtMeN Ia MU WWIIVINLfLVWa AI ' 27.MDAM FY= W14ga.RW THE LOWER MERAMECWWTF CMneucBON Phm I(SxpPNmMiW APProprblwo TREATMENT PLANT PROJECTS AUMU MLN"IkKluNAI to WMY SIAIiuvn IN Ntwu "MeAK UK 1,0WAM FY23 WIILN..Nr REPLACEMENT DM.UHSMNbu AM.t Uu.@ .t R.Mmal - -MUUk Ilk.N I[u wMY.I A.-M N.-ur HCYAIN VN ' /,OWAM Pea WtrN.MW REPLACEMENT C-INAINn T.* A -till- atert RerlYal 99%=.FY28 Weeft-Gr PiIMF B IA I KA OL Necw l u Nk NkFLACMU. COTWIud. T.Ak Ailrt M.lI.L.IrI. RMPrw.l SWISS F?r WmNMamtM. tXL`tWWL M DAu.Wu w6MUHARMU-mIIMv3kY.rK3 0-hudin TWk ANNl M.IMBMNm*Cq-W BASEMENT BACIcuPS AND OVERCHARGED MWAW SEWERS AND 4,4MU= FYRS WIMN. t CREEKEROSgN Cor b..Im Talk SANITARY SEWER OVERFLOW -dIAIuw rwwKL.,I vN IMNN K-1--k- 1XIIJ101) FY23 W strawiw ORIGINAL DEBIGNCRr=nY RCTSTILL BE VALID rLODUW.kIl LAta V VARY-ainn0. VAIIm, AN. al k..Iukk. Axe w.% CIKNMU.M.n T..k A=d MpnBNn.nt Cep.* 1,ODQ000 PYM vkbvwb. 40YEAR5 OUD, AND NEED REHABILITATION .DmIpn S.A- A..t Minall AR- - .LVI LnNALL V1f. ieu-..AL AINa. kAA 1 Ea, AK U.IKYk,[Yk.. ANC WCH 2JKQ00) FY29 W4.t.1,01N tNZR8 OLD, AND NEED REHABILITATION Gond-IMIL PIM.e I(Slpplrn.rldl App NgNk8on) ANN1MMMpyuyt R.Pwl VVb YAUwui W N'A4 rukrvl Io rkUUV Lev Iv eµsau UAa URIZATKIN CAPACNf`/, AND ENGINE GENERATORSARE REACHINGTHE S,B8.=FYtt WuM.v1M ENDWTH.IR USEPULLIFE CaMNMS.nT.A TREATMENT PLANT PROJECTS 4117.DD FM W*0mmN PUMPSTATIOHPaWNEEDBTOBEREPIACM .. aMllmr aLWkna, ONmd.NbnTuk And WngwrW C,IIPuy CONSTRUCTED BSOOUTFAJ16 BP454_ OP457_ AND BP453 REQURE 73UM FY23 Wutu.Nr REMOVAL O-Wn 8.d- SANITARY SEWER OVERFLOW RANI IMY-h kNNIA UNU AMW nUfIJA.b all Wp-IN UUNhMC 1,11B,eW FC39 WINO- r SEWER AREA 0-11 AIwl Tank COMBINED SEWER OVERFLOW lmko00 FM WpWWW WPILLANULSAV MANUUVLKLWMtUW VANIIAKYBLVILNb C b-11. TWk SANITARYBEWEROVERFLCW YMVAI E aVUK4t. Ut INYLViv MU IWILI KAI IUN Mt wenlalMMIN, " 500.000 FY23 WaStImaw SANITARISEWERS WNlk alrlN R.Pk CrN(C.p1INO SANITARY SEWER OVERFLOW WAINntl aeWEn wekrLvne IH INC UM.N.. � ...... MAAYTONIA CREEK WATER9HUM POTENTALLY IMPACTING WATER 5,00%9%1 FT23 Wrbewaler QUALITY. Oman 8erLrm CM MEDBEWEROWRFLOW 353AM FY23 vdllmh r BUMMGB WP$ANDUMRCHARGEDSANRARYBEWERG Gw,w,MnM,rIlk A..wuw.B.II.AC-P-* - "W a l A I IUN~f N-M k-I I U Nkk l uuxw.N I SCKVIUk SIDAM FY21 WMltewbr LEVELDEMANDS CNBbuKliln T..k AMRMNNpvm. tCnp..$ 879AW FY2S VhbKM1R OVERCHMOEDBANITAR'YSEWERS 0Me-b.TNIk SANITARY SEWER OVERFLOW 550AW FY29 W. MWIN W-UHANUMU.AWIIMY.LWLN.. CAxr.ucmn Talk Amm, MUMD444HIt CAPb* 525.000 FY13 W..ywyr WLUNU LAGFLV4 AND UVtNUHMULU MmIMY keW.KS CMv*.9knTalk AAMk M.npNI Mp.* 78 AM FY23 W.MUMId. LACKOFCAPACITYANDREDUNOWCY FOR EASTNG FORCE MAIN GNrdbudwTAak AAmit Mrrerrrnt i1IIIN r 0I0,000 FY23 WMMxtm M ihX1UHAFLU YUWS IAWI1 KEYNX XtHJ hNI Gondndbn TAak A.d LUN-0-A R-Al 850,000'FY23 WNW-W UtItKIUXAI LU YUMY 31AIIUN kWUIK" KtYLAGLMtNI �'T..k P-0 M.4M-.t Remml 453AM FY2i MM.N-Im, EXCE481VE H CAUSING OVERCHARGED SANITARYSEWERS Cb-b-Tuk AMM MaNAmm"KIt CEP* SW,000 FY25 Wa.bA.hr BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS Ca.hb.T.yk A.utift-g MCM.4 MILUMW OAUUA4t MU I-VC1:11MUtU kink)I'MT M-K. MUMMAlk 2.300.000 FY23 W.AbwMw Sao BRiD4 CMrhrwm.T-k SANITARY SEWER OVERFLOW 245,0O11 FYZI Wm%mmW OVERCHARGED SANITARY SETTERS D.Wn Smbr Art N.r"MmIt ISp-4 wehrLVNo M IU uwew nnrx Leo rexeo Mu UNIVEI =WATER3Hm POTENITIALY MPACTN0WATER 4JM0.D00 FY23 W.M/Mwkr QUALITY Dwgn BMubr COMBINED SEWER OVERFLOW WMY.IAI NUN Mr44NttW XtYLALYMtNI I U NLtI .G4VIl:L LLVLL MOOD FY23 WAMbMmd r DEMANDS C4Mu.br TA.k Axed M-2-t RMIw.A1 MU WLKk:IIARMku .MIIAXY .tYTtnif 30C,W0 P.23 W..N.I.W ACTIVATING CONSTRUCTED SODS C-UMANN T.Nk BANITARYSEWEROWFIFLOW 1,459A00 FY29 W.W.M. OVERCHARGED9AMMARY6EWERB. Car.buUbn TANk Auk MMIgMPnAC".* WILMNU I4ALAQIYv LIUt Iu wtwuvwutu ANU Alt--AIeu 3-'%000 FM W.NlNN Nr BANITARYeEWERS, C-bu b. Tuk AwtM--"- rt CaP--4 wkxulwtU[uSMII MY..w.%. Mu.UMINn$IUI. L4 a W tlY-i.4 SISJDD PYzi 1VuNI.aNr AND BP478 REQUIRED. DM.4M S.A.. SANITARY SEWER OVERFLOW 782AM FY23 Wrlew.Ml BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS. u-budlonTrM Auk PA.IMDMnNM C.PI* 380,000 FY23 WAMAN*r PUM@BTATWN MAY REQUIRE EVENTUAL ELIMINATION. Owlrtruvhm Trh A..k Managmrk O.PtJb Mu NAwAVAN.M. ,,... Kteueu AWDAM PY23 WrMrrhr CAPACNYANDOBSOLETE C.AvSMft TMk TREATMENT PLANT PROJECTS CLO, DETERIORATED, AND GlMADED SEWER UNJ:S CAUSING PIPE IQCW.000 FV24 Wrle.Mbr COLLAPSES, BLGCIED MANE. AND BUILDING BACKUPS CarbrmATakl A.rI MUNIMnrk R-am! GSGMD PY24 W44-ftr SYSTEM DEFICIENC1E3 REQUINNG CORRECTION. PnIft bral BmYk.. SANITARYBEWEROVERFLOW NUN UP rWMMLr INEWIry TO IDEW OL FYNIexa...LNaw NEEDEDTO IDENTIFY FRWLEMB MO OIPNTIFYNEEDED CLEANING AND 30MA00 FY24 WrleN.bl REPAIRSAMPROVEMENrS Vellrhr SM.br NSTRICTWIDE WKI KVLA KtWUI IUr4 Ur W-w-.-A VYLHFLUWa 5AMAM1 FY24 Wk-W-INT REQUIRED C-Ihm q.rl T.Nk COIIBINEDBLWEROVERFLOW Wastewater CIRP Project List Pm)eel Lang Me— Dee-Phon BudW P=.I l FnJW Type PnoObm OrenlpNPn TELA DaYrlpYan PN}Lt eub TypeDEeenPhen Number UEEN LMEEIL AIer1-1.1M I ENIMYKWEMEXItl _.E. YEXIUMM AN XEtIIEU YKUNnwBI Arn-m Yrr ROUT - 11110 I... CONSULTANT) XRIunuCMCI11 aCXYI4:CO, YUYirt6[f,Rrvl'LT3IF_U IICralin SERVICES IN TN E DEER CREEK WATERSHED TO MEET CONSENT DEGREE REQUIREMENTS 05UM FY24 VyYtyYnW nAEURW WN%RVY6 NNU VYENUIlANEILU EANI 1A 11 *E IIYAI INU CONSTRUCTED SSOS. PmkwMrM13EN,_ SANITARY SEWER OVERFLOW K _eEKYILT-Y YNiXEhMEXI- YILVYEN I T NYrILNeAl LI111 ' - - AYm,WN- vvuWAker1EVYIKE. IU EV_K. INEurINIVI'O 12MMM PLUS WORST esrNwariluG—t NkYAfkb(WANIEWAI CK) AMI YLUtl PERFORM AS NEEDEDAPPRNSALSERVICEBTO SUPPORTTHEOMTRIOrSPROORAM, AN XeNWN1J1I McYV1riEEfel YNuErE—AiLE IVEryMITTEN IXXWb11wIlryE leOl X14:1-i:VXIXIN:Ib 24MM FY24 NMeecded CAPITALPROGRAM UANY tGUwN1ULC1GNNnI41eu1kLela, WYafUI.Eb, aCYYClm uk u ln.X AppwNYl&A— DISTRICT WIDE 12WI BUDGET WILL BE PROMPTLY ISSUED FOR NEEDED CCNSTgUCTWN, uCOrUrI' Vr �I,1W rEEf w VeUOI VIWlaL I un...L, V Vnsuulelr Mr aewekO, lWY YYWAI CMIno 2AWAW FY24 Wed—bor INFRAS)RIIGTuRE INNEEDOFREPAIR OR REPLACEMENT - WPIk Order RopyCoebe(MEnM pRQ A0 MerMlKllnent REN-1 LOWER S MIDDLE RDP COD CONTROLS SYSTEM PUMP STATION. THIS PROJECT ALSO INCLUDES MANAGEMENT SERVICES, FIELD INYEwnGA7gN6 COMBINED SEWER OVER0.OWS INTUTHU LOWER AND MIDDLE RIVER 11100 IMPROVEMENTS (WATERSHED CONSULTANT) ANOPRELIKKARYSTUDIES. 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WBrA)LRwEK6ehIEM Vmnos I NE VYNLUIry IM1AI:L PYC MLInYY,IV 245AM Fly W-WeWrq UYLLi3KG MNCIWYdARU WLflCWIKUlU BANIIAXY SkWYJni- - " CorMhumlm resk Amed MenademNe C.P.* 125M REDUCTION (2 m CONTRACTA REDUCEPUBUGM. 34vm FY'N TlEebeebr BnOWAND INFLTMTION CAUSING OVERCHNRGEDSEWERS. Hem Do Y OVERFLOW' 12545 !)ILWLLLYMIIIYWIIrUEMULIIlUx OY-011NU WILWIG uEMrKfSn IAAIWIIeUNWU XGN ILALG SIIt ;,2W,pW TYA1 WEEYIwM -ERIIA..—iiI XYVIYNEIN NEED VYIlE1WAJIHl1 Ne T. COIERrIion TYdL TREATM T PLAN TREATMENT PLANT PROJECTS r].IIla1KVVl IAd6Y TEEN VF WN4lI1G1N1Ml.LI L11NIlAKY KEUEY tlEwEKO. WeINAIE Wnri1KUU1W x WG YYEIIInclreNlWnu WIURUW,WEXUKNiLxLi4lrykr{x. ryLY 11847 BLACKCREEK-HACOINGTON COURT RELIEF SEWERb S WERS SBO PUTFAIaB BP-013. BP-017. BPAI&BM191.ANDBRZmS. T,400,000'FY21 rVaMaxdx SEWER OVERFLOWS Oon*udon Teen sANRARYSEIYEROVERFLOW I AA=ODIIRTRLIEF IV - - - 120W MANCHESTER RD) CONSTRUCT MOO FEE OF 114NCH SANOARYSEWER. 157AN FY24 WAM6Mular OVERCRMGEO SAIITARY SEWERS. 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Calmrrbes Ted[ AeEM Merlelerlree CrprrT 121U CAULKS CREEK PUMP STATON B(P-7hN STORAGE CONSTRUCT 27a FEET OF "cm SEWER TO PROVIDE 10DWO GALLONS OF TEMPORARY STORAGE- MZ000 FY24 Wrlsleer STORAGE NEEDEDATSTATION C.Ednebon Teek AIENtme MGeeeMCEpLd1r 121Y8 CAULI® CREEKTRUNK SEWER JSKME-011) PHASE III CONSTRUCT ADOO FEET OF 24-)NCH TO 274MCH SANITARY SEWER. 300.tlW FY24 WN.Inn der EXISTING SEWER DOES NOT HAVE ACPACITYTO CONVEY DESGN STORM Die, Send— Aeed Mympnrent Gpecly CnYMED 2GU TO 2W3 PROJECTS BUDGET PLAGENOLDER BUDGET FOR FUTURE CT'SNED PROJECTS REQUIRED UNDER TH E CONSENT DECREE. 11.7TOWO FY24 WLetexefar CITYMIEOPROJECTSAREAEQUIRED UNDERTHE CONSENT DECREE CLrsbrdlm Teek CITYSHED UWKRAVY YANI IA MY HELEr(L"LEUG 6 IA MU I U YEA I YIAN - 12122 AVE) WluwnlEH L%KEER WryIrLlL1VUIIIAYAWNr4lAWE4UXII OONSTRUCT I,2W FEET OF 1WNCI SWARY SEWER VmVuNmwm, UTAINLLGvMEvNI._uYNmREUs—II WII.IrINU, rNIMAKYOLUUNE YUGYMIAIn1N. 4BROW FY24 WERbNENIIIe EXCESSIVE VI BUILDING BACKUP AND STRUCTURALPROBLEMS. AIYWLeIEEualkYulYkWNu-[UNUEIt INYENVA:ENEEu IU* ConehY aon Irk AArL MUlpenmA Cepeuy 12fffi ANDPRIWAYCLARIFIERSTANKS AND PRIMAHYCIARLFIER TANKS AND BUILDINGS. BW,DW FY24 Weeb flr DEMOLDHEDTO FREE UP SPACE FOR PUTUREplAN'rWORK CNNOuMNI Teek YRFATMENrpLAmTPR6)ECTs N26eG r%1LUWI1IEX CHEGR WWIr WILNEHWSESIVX/l[3 YIIWWI I.YNNKI XYVI h.1AA)rpQVgNE FIJUI tlUE.MHUAWII I(JN. _ D06,Daa FY24 Wesblldhr SIUMAGL YVA()E NEkehUlV wu[:UY11nWnE lumUK C,apfiKtlalTMk TRERTNEY2TR.1UIT PROIECTs WnBrnuurWNLwwLUENEnI aeKVlr%es ryyRUK YKWlUIb " ifralLM lieNiaexulEa wiNlMA uuKxeullun UK wllleAleAlvN 12502 20M PLUS BUDGET PROVIDE CANSRLUCTION WAAGEMENTAND INSPECTION SERVICES FOR MAJOR PROJECTS. 2LMOW FY24 WeMeVMbI MAJOR CONSTRUCTOR. Pmr....ISent SANITARY SEWER OVERFLOW 12120 'uRnAv Elou ve mAmIlmT KkUE (L%Lmmy Nu IV wp UVnrmr nLYrV$AnInlWr rteuer l[.'amwM1l W I.l _ L. mmimucl liom rkk I L.F 1WNum SAKI IIULY SEYYEK 111,m Fvu - Wetnemr WILVING WU)IWYM ANU UYEIRCHAN/ae NRILNLw1 NErYEKn D-Q. Send— AEdpWlft-rtppw* 12130 AVE) 1.U11VYl1Ll1l LX dIWIIARYNWG(1AAneI1AY MU IU WEMIWWII CONSTRUCT MOD FEET OF 124NeM TO 104MOH SANITARY SEWER. lA1O,0W FY24 IRYehr w OVERCHAROEDSA IMARYSEWERe CNirl ah Test PA+etMewlemeMCApany 12132 CT) CoNBTRUCTA00PEUTOF124NCHSANRARYSEwep- IMOFY24 W WEeMwefer OVERCHARGEDSANITARYSEWERS, ConWIIWon Terk Aad MLrOemrt CLpeelr r-uIIN IKTIWMh Yk aRnIIANT nkuhr laVMM11I 1nEh 141 IV ' 12133 A1rryIgR PElVK DR) ueNexc r-Iu uKlranlxu [tll. CONSTRUCTS,50OFEETOFI5-INCH - 343ADO FYa4 Wnyndy BUILDING BACKUPS AND OVERCIWROED SANITARY SEWERS, Dagn SMYRes AEed MrneprmrrL Lypedy 12134 CHAR EBROCKRDTOMARKTWAINLN) (:B0-IRIENIV,000RNUKEUeUUIWc1:YVINIENLYUk If- - COUSTRUOTQO FEET OF104NOL SANITARY SEWER YEKNUMEYIiaUV AKU FMNRIE YIMGWVIRAV In 1NIYP]UWW tl10UT Al¢M1IMRAI WILLALbU 428AW'FY24 WRkneebr DETERIORATOO SIWITARY SEWER R.A;X IVEIKNL lHXWb WMtlINEUBEYYLK WNNM%iw WEUG, O..bEb.T k A.WMeftlemnARese6ol 12130 118y0UTFALL(L.111) ELIMINATOJ AND SEWER SEPARATION INCLUDE SEWER SEPARATION. REMOVE INTERCEPTOR M18AND 080 OUTFALL I.111. I apPl Les V AwnTRUI 10,5WAW FYM Week-W AKDPRAATEDEFECTS 4blehleeorL Rvee I(SIWLeNNWd RppIWNtlNn) COMBINED SEWER OVERFLOW GOO -WIRYAVENUE SOUTH OF MANCHERER CIDO TOR FlMANDr11Vn PERFORMP BLIOA R PUCTIOYYC11 MOW INrEr STORM SEWER PERFORNPUBUCANO%LILAIEk REPUCTIOII REMOVE INTERCEPTOR F132ANDC80 121Q INTERCEPTOR 04zwUTFALL(L-1W)ELIMPLATKW VA11ELtlWNG III MEwuI WHIMHAL%nYr-rUKU KU AMO OUTFALLL-108 (:llY16INUUI WfGGI VF WnuN'IV IOIRIiI alVillAnr sewCk. kenMlYlAreglw Yiel lR wHl:n lV IASDAW FY24 WNebWdef AREA EXPERIENCES IKCEBSIV'E INPUOW THROUGH COMBINED SEWERS - Oaeg18eMees I>oLIBINEOSEWEgQVERFLOW 12148 MULLANPHYLN) uV-le1 UEFA Vnbm ENR INNT newer YKAOE III I— 214NCL SEWER. PERFORM PRIVATE IA REDUCTION AT 2 PROPERTIES. 41A0D FY24 Web m. EXCESSIVE Ul CAUSING OVERCKARGEDBARITARYSEWERS. OonMI.A. TUN And Mryrred Gepecy 12145 OR TO NEW DALLAS RDN CONSTRUCT 2AW FEET OF I24NCH TO 104NCH SANITARY SEWER. 730AM FY24 W'EehENEbr OVERCHARGED SANITARY SEWERS Conmuomn TEAL Aeed MYrglaneA Cepedp' USSR DELCRESTSANRARYRELIEF - CONSTRUCT SANITMO HEWERS. ELIMWATE CONSTRUCTED WD OU[FAIIN OM15 AND BILOBI. UUNLf I Mwl nil i,_. LP irlinn:n YIPL IN UNLRN n V YRINILICt,YW MNLLLYItl ur ICLrM1xNMT _ 2ASTA22 FY24 Wmbolelr lYltlentNl ISRL%IIra INU VVenWNlRueu alWllArtT aeWCKb ACTIVATORS CONSTRUCTED SBOB. WA AU Combed. Tzek SANITARYSMWERWERFLDW 12147 DIETRICH GLEN PUMP 8TAT4ON(PIW IMPROVEMENTS STORAGE 2aJ)DO pyM 11 weeebr med, MUM uvtE ryAVE L'AYAIA IY TUN InE 4YWL Utilken STORM. �� Aerl lernlo9sred Cepr2y EASEMENTACQUI$rnONFORWASTEWATERPROJECTS2D2I PROVIDE EASEYIXTACQUISTTTON FUNDING FOR CAPITAL IMPROVEMENTANDREPLACEMENT wlne Lave NrLImmWEIEenl neu nerLYUENEnI PR MMANDCONSENT DECREE, REQUIRE PROPERTY EGHB 12%3 PLUS BUDGET PROGRAM WASTEWATER PROJECTS. SAWAW FYN v4NAENebr ACQUISITION FOR EA91MENTsmo LAID FUROR jYAgesWn WMARY BOVERFLOW 12106 GM NeIrwWUIRI E Y NNrvnIACa RRUIl6bUVY11 LY aC WLRa, YCKYVNM mIYAle Yr I¢Y W I IUNAI l] BYOpFY24 YeMNYehr MILNNO UARUYAUUYGHVXPLUW BNIIARYSLWO C-Mudon Tek 8 A-0MIIeS—mlCREd 12167 FENTON CREEK EMT IA REDUCTION(C.DTOWN FENTON) PROPERTIES $GOO FY24 WeEErebr OVERCKAAGEDSANITARYSEWER& ANDE(CESSNE IA FLOWS. Conebollon TEA AeEd AbneperolNONNERY _"., Nun w me LJ rr MERANL4r_I r G14U ._min NKu EKT OF THE CoNVBYEHm TUNNEL, FLOWS FROM THE FENTON W WTF 12170 FENTON WASTEWATER TREATMENT FAGQlTY ELIMNATON DECOMMISSION AND ABANDON EXISTING FENTON WWrF. 7,131L000 FY24 WdioNdr WILLSE DIVEKTED TOL MERAMECWWIF Coebrdbn Tey TREATMENT PLANT PROJECTS UUNMI KUV l 1LNI rEt1 I A- IE4rL.n Ylrc IN UN17LK IV mWIUL ]l,YW 4RLLUNa OF nCNINIWII 12102 FOX BRIDGE PUMP STATION("") STORAGE UENEILIVL Ne Rve O NUKEEMENI EKWNYPIUN.OEKYIUIB STORAGE KNMRPIKMNru MNEEUWOUKVLT.IiEUIEUnNIUAL,WMIHUUIWNMA hMeNI rAWll1( On FY24 Wedeeee, PUMP STATION OVERCHARGES DURING RAW EVENTS. —ONLLWNunEew IU WYMurI1 tJ1YlULL YILU]ELIa IryI(WuryVYI CorrbeSmTEek AeLMMenegenenteeprgy 12303 2m2 PLUS MYPDET AND SEWER DESIGN SERVICES. 1,25000O FY24 vVUm NA. THEDISTRIC EXQEEDTHE CAPACIWOF INTERNAL SURVEYSTAFF, GSA-(DngrA CRPFMde OSTBIGTWIDE IrAwl nUkne eal Alea aANIIAHT Ireuv prAnrarLX Iu 122DR CIAYrONMRLSLN) XIn1I 1.E1111Y I "III W LX tlR1111ANY NEUGF (INnI VILE 1.YLlGR CONSTRNCTI,3WFEETOFI2JNCHBIWITARYSEWER 3W.OW FY24 1�eelob. OVFRCIMWOED SANITARYSEWERs Canrble:Ien Irk AapemrMCepeep atlMera 12312 TRUNKSEWERTON GEYER RN CONSTRUCTr BAMPEETOFISLN MZ44NCIBANITARYSEWER. IMODO FY24 Wee2reelee OVERCHARGED SANITAKY8EWER8. ColaMrehon7edf Asset MermigeuRt CEpeoly Wastewater CIRP Project List e[ Long Name Daenpbon Number Number INFRASTRUCTURE REPAIRS(REHABILITATION)21I21 PLUS REM EWALOFTHESYBTEMBYWRED�R4PLACEPIPEINSfALLATKNIYALL OCCUR VIA REHABILITATION 12592 BUDGET CONTRACTS. NFNAYIHWIUN[HL—,. NNASI evrAl kH)aln rLua wn KkrryK UK NkrF-la:llel PxU—M—khan Ulltu l HKw--I IHk u...L. Wnlwu.Ia 12W1 BUDGET KILL BEPROMPTLY ISSUED FOR NEEDED GONSfN11f.TON erceP(a1m{fnlrrall:na UkeeltawYllMrrteuv Are - - 12315 IURSWOOD LN TO S. FPANRU LIT) CONSTRUCT A70D FEET OF 104NCH TO 1800H SARRARY SEWER. RG93NU PUW tl I A I NNtl NU.I AMU I—MU-illf UUN—Ul.1p{lllret l Ur WWI: V—kIAKV8eme-Ut4U1.1Watl1UNANU,Nd- N bIINUI- 12315 ELIMINATION STATIONS P-M AND P-770ANDASWMTED FORCEMAIRS. 12371 LAUMGG[YAHK0—f4l VKAue l]L`XGTHUGI SIUNAUt FAUIUI Y AI min-IAe1UN LL1MY 4aU Hn>I KAIL e:1AN1r1Unl RAY FAVIUI Y (tlNra11AYAT e' 11818 LEMAYWWTF) CONSTRUCT IW MOD ENHANCED HIGH RATE CLARIFICATION FACILI YWTH DISINFECTlp1 UNUt 1,nY VNNI[My HG "Ner,A lUt MAR Iux Feel uF sirwn lV l�xlet nAHrIAKY aewex wlrn l alnun l--UNM ..MY 11243 UNDBERGH ELVO) SEYYER.ea LINE N HGI(IU I Kwl le4ioum hkK nu MU m LmveoNUJ1 rENYLMM VNr-rG mneWUlIUNAI VNtrKLIrtNIYYWUIeefIllN.11Ale Atlbin4-IEU SUW[IANT 1233D BLVD) SEWER UI ILLI VN V I. a11N11AMY MGULF [1ILU UMILLH MILL Tell ARU 141 12332 TOLAPALMAD% CONSTRUCT 2A0 FEET OF 124NCH SANITARY SEWER. 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LUWLK MLX)1MG4'XW[:N aYtlILMIMINWLMtnla• IANItlINVI:IUGtr IUNNLL IV UUXVtY V1A1iI GWAI GKMIVM InG FtXIUII WYYIr 1U IXG 11740 BAUMGARTNER TO FENTON Wff FTUNNEL BAUMGARTNER TUNNEL, FOR TREATMENT AT THE LOWER MERAMECWWTF 12W MAIN BIDS (ANTI !-(VANCG HU I U VftG AVrj CM61 KLG14-2 FRGI OF 16RUH B-I IMY aGYLK. 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REPLACE EIDSYING ENGINE GENERATOR.A AND ADD ADDITIONAL dlffiSTGR GAS UTLIIATION 12555 MISSOURI RIVER WWTF ENGINE GENERATOR REPLACEMENT :CAPACITY. ncN GNuLMU VILLAUG L YVMra IAtAm Iv-45a) 12M IMPROVEMENTS REPLACE ExWELNG PUMP STAT.Dm Pwax; N VLR4INU I HLt 19INKSA411ANY -LE- (WHI IHYL UI I V 12e.,5B SIR GHTFIELD MANOR DR) CONSTRUCT&SW FEET OF 12-INCII SANITARY SEWER. r:,AI. SEMEN AIuiNFIL1IAlUNe KaWCIIWI—UINI-M l%1Nleuk rNuuK11M IU NW—u rNFVAl k INr UWANueFIUNAIIue M.lux"r Lx-FLWamu lne 125eM 2021 PLUS BUDGET SANITARYSYSTEM CONSTRUCT 12.O00 FEET OF 20400TDASETER TUNNEL, DEWATERING PUMP STATION. AND 12441 POP TRIBUTARIES (DEER GREEN) COO TURN EL CONSOLIDATION PIPING. TO PROVIDE STORAGE VOLUME OF28 MOON GALLON& 12181 NULANU SAME IANY XGUtr(NGLWN UK IV KULANU ULYU) UYN8IXU[:I4M1`L VF 1WHi2f ayWIIARY BGYYtX —INV Kulwl lwrtel Lrw-In::n rlezmuweX lurNww�I+ruw wLLL�Is uF laNwnANr 122D4 SOUTH COUNTY RELIEF PUMP STATION(P-419) IMPROVEMENTS STORAGE. I. VVnurIm a aMI I my lrtueF ld I. 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EXCESSIVE VI GAUGING OVERCHARGED SANITARY SEWER& Deepin Cerise Nook llelpMlMd Oepacity 7MAW FY24 WAIA—tar BUILDING BACUIPSAND OVERCHARGED aMIrANYUneks Cw.bual-Tek N.dNe eRe ordCapaely 1,20GWD FY24 WaA-dor IMPLEMENTATION OF CONSENT DECREE REQUIREMENTS NEEDED En*-rkv MINE ONMhudkn SerYka COMBMEDSEWER OVERFLOW WX5,O00 FY24 WmAoWer IMPLEMENTATION OF L`ANSENT DECREE REQUIREMENTS NEEDED. 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CwI*UGm Tek Aed Melgoett Gapaoty ' ruMr a1AI11XyeVla n[W 1MrnwtMenl'a III MLGI wnntnl tltllvA:t ' 173AM FYN WeeeNeer LEVEL DEMANDS. ppnserMoea Aed Moragomerg Cape* 1,181AM FYN WeeYwder OVERCHARGEDBANITARY SEWER& Cenebudion Took A —A Meepeert Cepaeg 1.04"W. FY24 Wodmeder GVERCHAROEDBANTARYSEWERS. CeNonemTaek AwM M—gereN Capwq &UAW FYM We AINedor OVERCHARGEDSANITARYSEWERS, CgKbuft.T4dr Ned Mounporanl apep SWAM FYM Weelmo w OVERCHARGEDSANITARYSEWERS DeeMn Berea SANITARY SEWER OVERFLOW 78AW FYN WWWwter BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS, Dekln Barrkae A.0 MmeSarratd Rallred WMraIAIIUK � NEWU IMYNVYGMGNI IV MLLI UUKKGNI tltKYIUL lag,= FY24 IA'eadwdar LEVELI ENPNO& Ca WL ft 1TLde A" MAlegemed Cepaelpr 204=FV24 W.Mmeer OVERCHARGEDSANITARYSEWERB. CaebleBonTeek Asset Wlegerxlt apadly 87A00 FYM WeaMUMd OVERCHAROEDSANTARYBEWERS. 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FY24 VA bNabr LEVEL DEMANDS gMIT..II 271,000 FY24 W..i.IMM OVENCHARGEDSANITARYSEAERG OMIqu.AonTA.M S, IU(M'FY24 WubMMbr OVERCNARDED SANITARY SEWERS C.Nd..b.nT..M PUMP STATION P-412 NEEDS IMPROVEMENTS TO MEET CURRENT 34000 F24 W.TI..MI.I SERVICE LEVEL DEIWND% CNWm6nT.NI BUEQING BACKUPS AND OVERCHARGED SANNARY SEWERS. CONSTRUCTED 890 OUTFALLS W-Mk BP-533ARD OP404 REQUIRE 1,SB%= FYM W1.bnsbr REMOVAL CITMb1mm TUR 2D,OBD FY24 WA05—r OVERCHARGEb BANRARY SEWERS. DmIgn SM14.0 Plo}N Sub TyM D. Allan A...1 MbIIIN.I dCW..M ANO M—p..tOW ky Ai..l N.rnp..rlt C�.mV Alw.l N.NT.m.nl cyp.cp SANITARYSETyER OVERFLOW A..eL MH1Mg—tC.p.*