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Home My Public Portal AboutExhibit MSD 99K - Revised Appendix 7.5.2Exhibit MSD 99K Protect Number 11693 10380 11514 11589 10358 10282 11594 11420 11511 11033 11592 11532 11591 10070 11847 11476 11837 11841 11360 11940 11018 11821 11838 11028 11182 10540 10359 11036 11159 10382 12535 Long Name BARTER ROAD 8273 AND #301 STORM SEWER BROGAN DALE CIRCLE STORM SEWER CRESTWICK DRIVE 19733 AND 9741 STORM SEWER (SUNSET HILLS 11) HARVEST HILL CT. BANK STABILIZATION 11EMPLINE COURT STORM SEWER MAINTENANCE YARD VEHICLE STORAGE BUILDINGS (MINTERT AND GRAND GLAZE) MARTYRIDGE CT. #4307 STORM SEWER (MGMB-170) SAXONHALL DRIVE 810985 STORM SEWER SCHUETZ ROAD AND WILLOW BROOK COVE STORM SEWERS STONE HILL DR 4701 STORM SEWER SUMMER LAKE DR. #15637 STORM SEWER SUMTER RIDGE CT. #1819 STORM SEWER VENUS LN. - BRISTORL HALL CT. STORM SEWER HALL STREET FROM RIVERVIEW TO GRAND STORM SEWERS HOFFMEISTER - REED - PARDELLA STORM SEWER KENWOOD - JUNE CREEK BANK STABILIZATION MAYWOOD-MYRON STORM SEWER PARDELLA #835 STORM SEWER PARDELLA AVE. #712 STORM SEWER ROCK CREEK- GERMANIA TO LOUGiBOROUGH BANK STABIUZATION ROLAND BLVD STORM SEWER SCHAEFFER PLACE 2000 BLOCK STORM SEWER WINCHESTER DR. 873E5 STORM SEWER WINCHESTER DRIVE 7120 BANK STABILIZATION BERKRIDGE DRIVE AND FROST AVENUE PHASE III STORM SEWER BROWN ROAD TO EMINENCE BLVD. STORM IMPROVEMENTS BUSIEK AVE. #8044 STORM SEWER EVERMAN-TENNYSON STORM SEWER FOX RUN DRIVE #1350 STORM SEWER FROSTWOOD PARK STREAMBANK STABILIZATION LAKE VALLEY DR STORM SEWER REPLACEMENT Stormwater CIRP Project List Desonptron CONSTRUCT 235 FEET OF 12-INCH RCP STORM SEWERS. DESIGN AND CONSTRUCT APPROXIMATELY 370 FEET OF 12-INCH TO 9S-INCH RCP STORM SEWER AND APPURTENANCES. CONSTRUCT 425 FEET OF 12-INCH TO 15-INcit RCP STORM SEWER. CONSTRUCT 420 FEET OF BANK STABILIZATION. DESIGN AND CONSTRUCT APPROXIMATELY 575 FEET OF 12-INCH TO 18-INCH DIAMETER STORM SEWERS AND APPURTENANCES. CONSTRUCT NEW VEHICLE STORAGE BUILDINGS AT THE GRAND GLAZE AND MINTERT CONSTRUCTION YARDS. CONSTRUCT 106 FEET OF 18-INCH RCP AND TWO STRUCTURES. CONSTRUCT 114 FEET OF 12-INCH TO 1B-INCH STORM SEWER. CONSTRUCT 410 FEET OF 12-INCH TO 30-INCH STORM SEWER AND 4 TRENCH DRAINS. CONSTRUCT 170 FEET OF 15-INCH STORM SEWER. CONSTRUCT 180 FEET OF 12-INCH STORM SEWER. CONSTRUCT 125 FEET OF 30-INCH STORM SEWER. CONSTRUCTA THREE WAY AREA INLET BEHIND 3190 VENUS AND PIPE TO EXISTING INLET, GRADING AREA TO DRAIN TO INLETS. GRADED SHOULDERS AND CURBS, CLEAN AND REGRADESWALES, AND INSTALL STORMWATER PUMPING STATIONS AS NEEDED. CONSTRUCT 800 FEET OF 27-INCH TO 42-INCH RCP STORM SEWER CONSTRUCT 35 FEET OF 3E-INCH DIAMTER STORM SEWER, AND 1,316 FEET OF MODULAR BLOCK WALL AND BANK STABILIZATION. CONSTRUCT 70 FEET OF 24-INCH STORM SEWERS AND TRIPLE INLET. CONSTRUCT 1,545 FEET OF 12-INCH TO 18-INCH STORM SEWER. CONSTRUCT SOS FEET OF 16-INCH TO 21-INCH STORM SEWER. RECONSTRUCT 485 FEET OF CHANNEL BANK WITH HEAVY STONE REVETMENT AND BIOSTABILIZATION. CONSTRUCT 775 FEET OF 12-NCH TO 42-INCH STORM SEWER. CONSTRUCT 290 FEET OF 12-INCH RCP. CONSTRUCT 20 FEET OF 1S-INCH STORM SEWER AND ONE INLET. CONSTRUCT 170 FEET OF 8-FOOT TO 9-FOOT HIGH MODULAR BLOCK WALL. CONSTRUCT 1,225 FEET OF 12-INCH TO 24-INCH STORM SEWER AND 585 FEET OF 7 X 3 REINFORCED CONCRETE BOX. CONSTRUCT 1,985 FEET OF 12-INCH TO 30-INCH STORM SEWER. CONSTRUCT APPROXIMATELY 285 FEET OF 15-INCH TO 21-INCH STORM SEWER AND APPURTENANCES, CONSTRUCT 870 FEET OF 12-INCH TO 38-INCH STORM SEWER CONSTRUCT 85 FEET OF 15-INCH STORM SEWER. DESIGN AND CONSTRUCT APPROXIMATELY 85 FEET OF 7-FOOT HIGH HEAVY STONE REVETMENT ON THE NORTH CHANNEL BANK ALONG FROSTWOOD PARK. CONSTRUCT 55 FEET OF 15-INCH STORM SEWER AND 10 FEET OF CAP, Budget Amount Financial Project Typo 'leer One 16000 FY17 Stormwater 70,000 FY17 Stormwater 25,000 FY17 Stnmmveter 90,000 FY17 Stormwoter 40,000 FY17 Stormwater 790,000 FY17 Stormwater 20,000 FY17 Rainwater 16,000 FY17 Stemmata 85,000 FY17 Starmweter 20,000 FY17 StormnmIer 10,000 FY17 Storemater 15,000 FY17 Blarrre s*a 10,000 FY17 &nmrwater 2,000,000 FY17 Slomeseter 140,000 FY17 Stormwater 240,000 FY17 Slormwnter 10,000 FY17 SWnnwster 120,000 FY17 Sh.nmdler 50,000 FY17 Shonnmoter 110,000 FY17 Stormwater 1101100 FY17 Stormwater 30,000 FY17 Stammwter 10.000 FY17 Stormwater 40.000 FY17 Stormwater 640.090 FY17 Stammeter 325.000 FY17 Stormwater 125,000 FY17 Stommeter 210,000 FY17 Stommeter 50,000 FY17 Stormweter 90,000 FY17 Stormwater 45,000 FY17 Stornwater Problem Description YARD FLOODING. FLOODING OF THREE STRUCTURES AND RESTRICTION OF EMERGENCY ACCESS BASEMENT FLOODING MODERATE RISK EROSION TO STRUCTURES. POOR YARD DRAINAGE CAUSING FREQUENT FLOODING OF WALK -OUT BASEMENT ADDITIONAL SEWER CLEANING VEHICLES ARE BEING ORDERED TO BE STORED AT THESE FACILITIES. HIGH RISK EROSION TO ONE MISCELLANEOUS STRUCTURE BASEMENT FLOODING AND YARD EROSION. STRUCTURE FLOODING DUE TO INADEQUATE STORM SEWER. STREET FLOODING OF SCHUETZ ROAD AND BASEMENT FLOODING OF TWO HOMES. Fregsent basement flooding from overland flow. YARD AND HOME FLOODING DUE TO OVERLAND FLOW. INFREQUENT STRUCTURAL FLOODING. OVERLAND FLOW CAUSING YARD FLOODING. STREET FLOODING ALONG HALL STREET FROM RIVERVIEW TO GRAND. YARD FLOODING AND EROSION DUE TO LACK OF A STORM SEWER SYSTEM MODERATE RISK STRUCTURAL EROSION ALONG A TRIBUTARY TO BADEN CREEK FREQUENT STRUCTURAL FLOODING. FREQUENT STRUCTURAL FLOODING FROM OVERLAND FLOW. YARD FLOODING AND FORDING. MODERATE BANK EROSION THREATENING TRAIL AND CEMETERY ROAD. Frequent struatmal flooding from overland flow (non-tloodpleln) ALLEY PONDING BASEMENT FLOODING DUE TO INADEQUATE STREET DRAIN. Moderate risk stnatwal erosion MISCELLANEOUSSTRUCTURE FLOODING, YARD FLOODING, AND STREET FLOODING EASEMENT, STREET, AND YARD FLOODING. YARD FORDING AND EROSION. Overland flooding of 2 commercial buildings REAR YARD FORDING. EROSION IN CHANNEL ADJACENT TO FROSTWOOD PARK. EXISTING SEWER IS DETERIORATED, CAUSING CAVE-INS. Task Description DeslOn Services Design Services Des Services Design Services Design Services Construction Task Design Services DeslOn 8ervloss Design Services Design Services Design Services Design Services Design Services Design Services Design Sarvlces Design Services Design Services Design S0Maes Design Services Design Services Design Services Design SeMees Design Services Design Services Censtmdlan Task Construction Task Co0Lucl on Teak Caarelucion Teak Cone inclion Tesk ConstrooNon Task Construction Task Project Number 10388 116e2 11003 11110 11076 11039 11163 10360 11882 11883 11735 91198 1108B 11222 11364 10006 10329 11336 11360 11350 11382 10241 10210 1126E 11331 1105E 11817 11302 11406 11402 11613 Long Name MALLARD LANE & PHEASANT DRIVE STORM SEWER MCNULTY - PALLARDY Ill REDUCTION NORMNE CT. 4r23 STORM SEWER ROGERS LANE 0976 STORM SEWER ST. EDMUND 010728 - 10732 STORM SEWER STANSBERRY AVE 1O282 STORM SEWER Wi WARS BLVD - ANISTASIA DR. STORM SEWER STONINGTON - GEORGIAN ACRES STORM SEWER BALLAS ROAD SUBTRUNK SOUTH VI REDUCTION BLACK CREEK SANITARY SEWER AND III REDUCTION DELCREST SANITARY REUEF )SKME-S%) N REDUCTION PICARDY LANE SUBDIVISION BANK STABILIZATION ROCK HILL SANITARY RELIEF )SKME-618) TEALWOOD DRIVE AND BEAVER DRIVE BANK STABIUZATION ALTHEA - ASTER STORM SEWER LEE AVE. #337 STORM SEWER PARK AVENUE STORM IMPROVEMENTS RALEIGH DRIVE *8829 STORM SEWER REDLAND DR.-TAHQUITZ DR. STORM SEWER WHITEHAVEN AND RALEIGH STORM SEWER WINTERGREEN 3603 AND 3507 STORM SEWER EMERLING - EVANS DRAINAGE IMPROVEMENTS CORONA PARK STORM SEWER PHASE 28 DICKENS AVENUE 0470 STORM SEWER MONROE WEST AVENUE BANK STABIUZATION SENECA PRIVATE in REDUCTION BARHAM DOWN DR. 700 BLOCK STORM IMPROVEMENTS BARKMAN STORM SEWER IMPROVEMENTS BELLINGTON LANE 0149 STORM SEWER BOOTHBAY CT. 012301-42302 STORM SEWER BRADBURY DR. 06468 STORM SEWER Stormwater CIRP Project List Descnplion CONSTRUCT 716 FEET OF 12-INCH TO 30-INCH DIAMETER STORM SEWER. REHABILITATION OF SEWERS TO REMOVE EXCESSIVE INFLOW AND INFILTRATION. CONSTRUCT 136 FEET OF 18INCH STORM SEWER, ONE BIORETENTION FACILITY AND APPURTENANCES. CONSTRUCT 180 FEET OF 12-INCH TO 15-INCH STORM SEWER. CONSTRUCT 275 FEET OF 45-INCH TO 21-INCH RCP STORM SEWER. CONSTRUCT 545 FEET OF 12-INCH TO 42-INCH RCP STORM SEWER AND APPURTENANCES. CONSTRUCT 1,050 FEET OF 12-INCH TO 24-INCH STORM SEWER AND APPURTENANCES. SEWER, 295 FEET OF 8-INCH AND IS --INCH DIP SANITARY SEWER, AND APPURTENANCES, AND 12 RAIN GARDENS. REMOVAL OF PRIVATE VI SOURCES FROM SANITARY SEWERS. REMOVE EXCESSIVE IA FROM THE PUBLIC SEWER BY CONSTRUCTING 1,100 FEET OF 8-INCH SANITARY SEWER AND BY REMOVING PRIVATE DEFECTS. CONSTRUCT 440 FEET OF 12-INCH STORM SEWERS AND REMOVE PRIVATE III SOURCES FROM SANITARY SEWERS. CONSTRUCT 260 FEET OF 9-FOOT HIGH ROCK BLOCK WALL, 150 FEET OF ROCK TOE PROTECTION AND TWO GRADE CONTROL STRUCTURES. REMOVE PRIVATE VI SOURCES FROM SANITARY SEWERS. CONSTRUCT 290 FEET OF ROCK BLOCK WALL 170 FEET OF MODULAR BLOCK WALL, AND 65 FEET OF HEAVY STONE REVETMENT. CONSTRUCT 1,090 FEET OF 12-INCH TO 24-INCH RCP STORM SEWER. CONSTRUCT 4,110 FEET OF 12-INCH DIAMETER TO 34-INCH BY 53-INCH HORIZONTAL ELLIPTICAL PIPE, FROM ROSE LANE TO LEE AVENUE. CURBING AND APPURTENANCES, AND APPROXIMATELY 90 FEET OF 13 FOOT WIDE REINFORCED CONCRETE CHANNEL CONSTRUCT 670 FEET OF 30-INCH DIAMETER STORM SEWERS. CONSTRUCT 416 FEET OF 15-INCh TO 15-INCH RCP STORM SEWER. CONSTRUCT 305 FEET OF 12-INCH TO 24-INCH DIAMETER STORM SEWER AND APPURTENANCES. CONSTRUCT 115 FEET OF 124NCH RCP STORM SEWER. PROVIDE 800,000 IN FINANCIAL ASSISTANCE TO THE CITY OF COOL VALLEY TO COMPLETE THE DESIGN OF THIS PROJECT IN ORDER TO BE EUGIBLE FOR POSSIBLE FUTURE STATE STORMWATER FUNDING. CONSTRUCT 1,240 FEET CF 12-INCH TO 24-INCH DIAMETER STORM SEWERS. CONSTRUCT 100 FEET OF 15-INCH RCP STORM SEWERS . CONSTRUCT 176 FEET OF ROCK BLOCK TOE ALONG SOUTH STREAMBANK AND INSTALL 170 SY OF BIOSTABIUZATION. CONSTRUCT 6,700 FEET OF 12-INCH TO 24-INCH STORM SEWER AND REMOVE PRIVATE SOURCES OF INFLOW AND INFILTRATION FROM 156 PROPERTIES. CONSTRUCT 506 FEET OF 15-INCH TO 21-INCH STORM SEWERS. CONSTRUCT 200 FEET OF 12-INCH DIAMETER STORM SEWERS . CONSTRUCT 800 FEET OF 42-INCH RCP STORM SEWERS . CONSTRUCT S5 FEET OF 21-INCH STORM SEWER. REPLACE EXISTING STORM SYSTEM WITH 810 FEET OF 12-INCH TO 30-INCH DIAMETER STORM SEWERS. Budget Amount Remold Project Type Year Dec 260,000 FY17 Stormwater 1,300,090 FY17 Wastewater 110.000 FY17 Stormwater 40,000 FY17 Starmxater 80,000 FY17 Stormwater 260,000 FY17 Stermwater 190,000 FY17 Sormwater 370,000 FY17 Slomrwater 415,000 FY17 Wastewater 800,000' FY17 Wastewater 600,000 FY17 Wastewater 297,O00 FY17 Stormwater la0,Oo9 FY17 Wastewater 357,000 FY17 Stormwater 300,000 FY17 Stormwater 323,000 FY17 Stamm/War 279.000 FY17 Storrmater 230,000 FY17 Slmmwetar 48,000 FY17 5t0m6vatar 166,000 FY17 Shinnwator 50,000 FY17 Starmra1ar 625,000 FY17 Slamavater 70,000 FY17 Slormwelar 6200 FY17 Stesmwater 11,000 FY17 Stosmwalar 3,500.000 FY17 Wastewater 55,000 FY1S Stormwater 15.000 FY18 Stormnatar 35,000 FY18 Stormwatar 10,000 FY18 Storerwats 50.000 FY16 Stornwreter Problem Description Task Dencnpbon YARD AND STRUCTURAL FLOODING. Construction Task EXCESSIVE INFLOWIINFILTRATION RESULTING IN BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS. Construction, Phase II Yard loading. FLOODING OF SIDE AND REAR YARD. Yard and garage flooding. Infrequent ahucturai flooding from overland Sow. (non-0oodplaln). YARD FLOODING. STREET AND YARD FLOODING ALONG GEORGIAN ACRES. OVERCHARGING SANITARY SEWERS, AND ACTIVATING A CONSTRUCTED SSG BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS ACTIVATING CONSTRUCTED SSOS. BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS ACTIVATING CONSTRUCTED SSOS. CREEK EROSION. SANITARY SEWER OVERFLOWS AND BUILDING BACKUPS. HIGH RISK STRUCTURAL EROSION. STRUCTURE AND YARD FLOODING. FLOODING DUE TO INADEQUATE STORM SEWER SYSTEM. STREET AND YARD FLOODING ALONG PARK AVENUE BASEMENT AND YARD FLOODING CAUSED BY OVERCHARGED STORM LINE. YARD FLOODING. DAMAGE TO PROPERTY DUE TO FLOODING. YARD FLOODING. FLOODING OF PROPERTIES ON EVANS AVENUE AND YARD EROSION OF PROPERTIES ON EMERUNG. YARD AND STREET FLOODING. YARD FLOODING. CREEK BANK EROSION. INFLOW AND INFILTRATION FROM PRIVATE SOURCES CAUSING BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS. BASEMENT AND YARD FLOODING. MINOR STREET AND YARD FLOODING AND EROSION. EROSION ALONG DRAINAGE CHANNEL INADEQUATE STORM SEWERS ARE CAUSING STREET FLOODING AND EROSION. INADEQUATE STORM SEWER SYSTEM CAUSES FREQUENT FLOODING OF TWO HOMES. Construction Task Construction Task Construction Task Construction Task Construction Task CansuuWon Task Construmon, Phase II Construction, Phase II ComitruGon. Phase II CorrtruNo8 Task Cohsbuciion, Phase II Construction Task Construction Task ConstructimrTask Consara.5ion Task ConslrurlonTask Construction Task Construction Task Construction Task Constrution Task Design gard ees Design Services Design Services Construction Task Design Sew{ms Design Serviom Design Son/loos Design Servkm Design Senecas Stormwater CIRP Project List Project Budget Financial Project Type Number Long Name Deacnribarl Amount Year pees Problem Omanptian Tak Desnrpbon 11509 CUFF DRIVE 961 STORM SEWER CONSTRUCT 275 LF OF 15-INCH TO 18-INCH RCP STORM SEWER . 20,000 FY18 - Stommet0r GARAGE AND YARD FLOODING DUE TO OVERLAND FLOW. Design Services 11537 CRAIG ROAD91485 STORM SEWER IMPROVEMENTS CONSTRUCT 385 FEET OF 12-INCH STORM SEWER, AND 2D FEET OF DIP SANITARY SEWER, . 25,000 FY18 Stormwater GARAGE AND YARD FLOODING, AND EROSION. Design Services 11510 CRESTWICK DR. A9901-9916 STORM SEWER REMOVE 165 LP OF EXISTING STORM SEWERANDCONSTRUCT 540 LF OF 12.' TO 30" RCP STORM SEWER 40,000 FY18 Stomwater YARD, GARAGE AND BASEMENT FLOODING AND YARD EROSION. Design Services RECONSTRUCT OUTFALL PIPE. STABILIZE STREAM BANK, AND PERFORM PREVENTATIVE CHANNEL 11447 DIPLOMAT LANE OUTFALL STABILIZATION IMPROVEMENTS. 86,000 FY18 Stormwater BANK FAIWRES/EROSION AT OUTFALL Design Services INADEQUATE AND DETERIORATED STORM SYSTEM CAUSES FORDING ON 11541 FRONT STREET AND MARSHALL RD. STORM SEWER CONSTRUCT 890 FEET OF 15-INCH TO 30-INCH STORM SEWER. 145,000 FY18 Stormwatar MARSHALL ROAD AT FRONT STREET. Design Services 11426 GLENN DRIVE #128 STORM SEWER - CONSTRUCT 600 FEET OF 12-INCH TO 30-INCH RCP STORM SEWER. 45,000 FY18 Stemmata STRUCTURE AND YARD FLOODING. Design Services 11689 HICKORY TREE LN. STORM SEWER CONSTRUCT 330 FEET OF 12-INCH TO24-INCH RCP STORM SEWER. ABANDONING 85 FEET OF CAP. 25,000 FY18 Stormwater BASEMENT AND YARD FLOODING. AND YARD EROSION. Design Services 11608 HUNTERS GLEN CT. #3S5 STORM SEWER CONSTRUCT 260 FEET OF 12-INCH TO 16-INCH RCP STORM SEWER. gsnr81 F i i l ernrrrnycin YARD AND STRUCTURE FLOODING Design Services 11307 LADUE FARM RAOD#126 STORM SEWER CONSTRUCT 370 FEET OF 12-INCH TO I6-INCH STORM SEWER. 27.W6 F41ll dsarrierran Y,wo V-r,7O[Iryr. Alt. FRn51Ftw Design Services 11485 MAR ANN CT. #9819 STORM IMPROVEMENT 'CONSTRUCT 410 FEET OF 21-INCH STORM SEWER . mom rr le rrrimwnu YARD FLOODING AND INFREQUENT BASEMENT FLOODING, Design Servime 11489 MARMONT COURT#338 STORM SEWER CONSTRUCT 133 FEET OF 12-INCH STORM SEWER. I4896 FT I Btolmwater EROSION Design Services 11487 REMINGTCN OAKS - SAN LUIS STORM SEWER CONSTRUCT 180 FEET OF 12-INCH STORM SEWER . 14 OW 1FF11 Stormwater YARD EROSION AND RUNOFF. Design Services 11445 ROANNA LANE#10820 STORM IMPROVEMENTS CONSTRUCT 120 FEET OF 15-INCH STORM SEWER . I8,70'. " Stomwater STRUCTURAL FLOODING AT 10620 ROANNA LAN- Design Services 11424 SCOTT AVE #1213 STORM SEWER CONSTRUCT 245 FEET OF 12-INCH RCP STORM SEWER . P14th F719 Stormwater FORDING IN YARD Design Servi as 11395 SUMMERI IAVEN DRIVEX11858 STORM SEWER CONSTRUCT 440 FEET OF 12-INCH TO 113-INCH STORM SEWER. 2597.6 P i l i Stormwater YARD FLOODING. Design Services 11060 THORNHILL OR 013333 BANKSTABIUZATION ConetmrA heavy stare revelrneM and 9xte0Nfe fabric bank stabilization on south/west side of creek. Stormwater Creek bank erosion. Design Servkec 11407 TINA TERRACE DRIVE STORM SEWER CONSTRUCT 270 FEET OF 12-INCH STORM SEWER . 13.600 F r 13 StonnWeter YARD FLOODING. Design Services 11604 VILLAGE MEAD DR. A294 STORM SEWER CONSTRUCT 60 FEET OF 12-INCH STORM SEWER. loam FY19 Stormwater YARD FLOODING Design Services 11697 VON TALGE RD: I1AVERLEIGN TERRACE BANK STABILIZATION CONSTRUCT 475 FEET OF 14 FOOT HIGH MODULAR BLOCK WALL 150,000 FY18 Stormwater CREEK EROSION THREATENING FOUR STRUCTURES Design Services 11618 WHITNEY POINTE DR. 12210 CHANNEL IMPROVEMENTS CONSTRUCT 130 FEET OF 6 FOOT HIGH ROCK BLOCK WALL AND 310 CY OF HEAVY STONE REVETMENT. 50,000 FY18 Stammerer HIGH RISK STRUCTURAL EROSION DUE TO CHANNEL INCISION. Design Services 11046 WOODLAKE VILLAGE 1009 BANK STABILIZATION CONSTRUCT 300 FEET OF BANKSTABILIZATION. 30,000 FY18 Stormwater Creek bank erosion Design Services CONSTRUCT SEPARATE STORM SYSTEM FROM GRATED INLET AT 5712 BELDON TO END OF CUL-DE- YARD FLOODING DUE TO INADEQUATE STORM SEWER/COMBINED SEWER 11501 BELDON DRIVE STORM SEWER SAC, AND DOWNSTREAM TO CONNECT TO EXISTING STORM SYSTEM. 80,000 FY18 Stormwater SYSTEM. Design Services 11606 CHAMBERS RD. TO NORTHGATE DR. STORM SEWER CONSTRUCT 1,000 FEET OF 12-INCH TO 24-INCH RCP STORM SEWER. 70,000 FY18 Stamrwater YARD FLOODING. Design Services 11639 FAIRCHILD 96816 STORM SEWER CONSTRUCT 340 FEET OF 12-INCH T021-INCH STORM SEWER. 30,000 FY18 Stomrwoter YARD FLOODING. Design Services CONSTRUCT APPROXIMATELY 40 FEET OF TRIPLE 6 X 3 BOX CULVERT, 90 FEET OF BB -INCH RCP STORM FLOODING OF RESIDENTIAL AND COMMERCIAL PROPERTIES AND STREET 10172 GRAND & HARRISON STORM IMPROVEMENTS SEWER, 145 FEET OF 10 FOOT WIDE ROCK LINED TRAPEZOIDAL CHANNEL AND APPUTENANCES. 420,000 FY113 Stormwater FLOODING. Cons -Imam Task INSTALL 115-LF OF STORM SEWER AND APPURTENANCES TO ALLEVIATE GARAGE FLOODING AT 5810 11954 HANCOCK AVENUE 5600 BLOCK STORM SEWER HANCOCK AVENUE 20,000 FY18 Stormwater YARD AND GARAGE FLOODING. Design Services 11419 LAUTE96145 -6161 STORM IMPROVEMENTS CONSTRUCT 535 FEET OF 12-INCH TO 1S-INCH STORM SEWER. 50,000 FY18 Stormwater OVERLAND YARD AND STRUCTURE FLOODING. Design Services 11520 MIDRIDGE DRIVE STORM SEWER CONSTRUCT 560 FEET OF 12-INCH TO IB-INCH STORM SEWERS 50,000 FY18 Stormwater EROSION AND YARD FLOODING DUE TO SURFACE FLOWS. Design Services OVERLAND FLOODING OF DRIVEWAY AND BASEMENT AT 7001 PAISLEY 11409 PAISLEY-ROSLYN-GAYLORD STORM SEWER CONSTRUCT 105 FEET OF 21-INCH, 875 FEET OF IS -INCH, AND 20D FEET OF 15-INCH STORM SEWER, . 60,000 FY18 Stormwater DURING MODERATE AND HEAVY RAIN EVENTS Design Services 11542 PARKWOOD DRIVE98132 STORM SEWER CONSTRUCT 240 FEET OF 15-INCH STORM SEWER. 30,000 FY18 Stormwater GARAGE AND YARD FLOODING Design Services 11560 WINCHESTER DRIVE BANK STABIUZATION CONSTRUCT 930 FEET OF BANK STABIUZAATION. 170,000 FY18 Stommvater STRUCTURAL EROSION. Design Services Project Number Long Hems 11477 WISE AND WEST PARK STORM IMPROVEMENT AVK3NON CT 8 BEAUCAIRE DR STORM SEWER (WARSON WOODS 3 - 04 05 06) 12430 116a4 10167 10268 11680 11678 10172 11266 11024 11274 11261 10983 11160 10020 10000 11290 10347 10606 10372 10036 10302 11693 11418 10380 11600 11623 11301 11614 11579 11611 CEDARCREST PRIVATE IA REDUCTION (SKME-561) CHARLANE 8 HILLCHESTER STORM SEWER LINDEN #1084 STORM SEWER ROXBURY M REDUCTION Stormwater CIRP Project List Desonphon CONSTRUCT 290 FEET OF 12-INCH TO la -INCH DIAMETER STORM SEWERS. CONSTRUCT 756 FEET OF 12-INCH TO 18-INCH STORM SEWER. REMOVE PRIVATE M FROM PUBLIC SEWER BY CORRECTING IMPROPER CONNECTIONS ON 300 PROPERTIES. CONSTRUCT 900 FEET OF 12-INCH TO 30-INCH DIAMETER STORM SEWER. CONSTRUCT APPROXIMATELY 1,200 FEET OF 12-INCH TO 72-INCH STORM SEWER AND APPURTENANCES REMOVE PRIVATE IA SOURCES FROM SANITARY SEWERS. WEBSTER GROVES TRUNKE SANITARY REHABILITATION AND III REMOVE EXCESSIVE IA FROM PUBLIC AND PRIVATE SOURCES THROUGH SEWER REHABILITATION AND REDUCTION PHASE IV OTHER METHODS. CONSTRUCT APPROXIMATELY 40 FEET CF TRIPLE 8 X3 BOX CULVERT, 90 FEET OF 96-INCH RCP STORM SEWER 145 FEET OF 10 FOOT WIDE ROCK LINED TRAPEZOIDAL CHANNEL, AND APPUTENANCE& GRAND & HARRISON STORM IMPROVEMENTS HOLDEN AND LONGWOOD STORM SEWER HOLDEN AVE TO ETA AVE STORM SEWER ABSTON AND AIRPORT STORM SEWER DOANE DRIVE #1719 STORM SEWER EARL DRIVE STORM SEWER EDGEHILL DRIVE #1021 -1029 STORM SEWER HUDSON RD. #1401 -#1406 BANK STABILIZATION (MCDW-120) JETT DRIVE #10129 STORM SEWER MARKDALE DR. 88571 AND 8575 STORM SEWER ROSEWOOD LANE & WOODARD DR. STORM SEWER FAIRVIEW AVE. #1250 STORM SEWER JACOBS OLD COAL ROAD & NOTTINGHAM STORM SEWER BIG BEND TO PAWN STORM SEWER PHASE I COTTAGE #206 STORM IMPROVEMENTS BAXTER ROAD M273 AND #301 STORM SEWER BOXFORD COURT BANK STABILIZATION BROGAN DALE CIRCLE STORM SEWER BROOKVALE TERRACE - PARKFIELD TERRACE STORM IMPROVEMENTS BRUNSTON DR. #4875 BANK STABIUZATION CHANDELLAY DRIVE STORM SEWER CRESTWICK DRIVE #8733 AND 8741 STORM SEWER (SUNSET HILLS 11) GEREMMA AND WHITE TREE CHANNEL IMPROVEMENTS GRAND GLEN DR. #702 STORM IMPROVEMENTS CONSTRUCT 490 FEET OF 12-INCH TO 21-INCH RCP STORM SEWER . CONSTRUCT 856 FEET OF 15-INCH TO 18-INCH STORM SEWER CONSTRUCT 1,060 FEET OF 12-INCH TO 38-INCH STORM SEWER. CONSTRUCT 290 FEET OF DRAINAGE SWALE, 29D FEET OF CONCRETE BLOCK WALL, AND 20 FEET OF 16- INCH STORM SEWER. CONSTRUCT 650 FEET OF 12-INCH TO 21-INCH RCP STORM SEWER. CONSTRUCT 40 FEET OF DRAINAGE SWALE AND 345 FEET OF 12-INCH STORM SEWER. CONSTRUCT 280 FEET OF MODULAR BLOCK WALL, 385 FEET OF BIOSTABILIZED BANK, AND 55 FEET OF HEAVY STONE REVETMENT. CONSTRUCT 325 FEET OF 12-INCH TO 24-INCH RCP STORM SEWER CONSTRUCT 220 FEET OF 12-INCH STORM SEWER CONSTRUCT 1,835FEET OF 12-INCH TO 33-INCH DIAMETER STORM SEWER AND APPURTENANCES. CONSTRUCT 626 FEET OF 12-INCH TO 24-INCH RCP STORM SEWERS. CONSTRUCT 600 FEET OF 12-INCH RCP STORM SEWER. CONSTRUCT 1.915 FELT OF 12-INCH TO 36-INCH DIAMETER STORM SEWERS AND APPURTENANCE& CONSTRUCT 500 FEET OF 4-FOOT WIDE TRAPEZOIDAL CHANNEL. CONSTRUCT 235 FEET OF 12-INCH RCP STORM SEWERS. CONSTRUCT 260 FRET OF 10-FOOT HIGH HEAVY STONE REVETMENT STABIUZATION. DESIGN AND CONSTRUCT APPROXIMATELY 370 FEET OF 12-INCH TO 38-INCH RCP STORM SEWER AND APPURTENANCE& CONSTRUCT 725 FEET OF 6O-INCH TO 72-INCH STORM SEWER, AND 280 FEET OF BANK STABILIZATION CONSTRUCT 120 FEET OF 12 FOOT MODULAR BLOCK RETAINING WALL CONSTRUCT 260 FEET OF 12-INCH RCP STORM SEWER . CONSTRUCT 425 FEET OF 12-INCH TO 15-INCH RCP STORM SEWER . CONSTRUCT 1,035 FEET OF CHANNEL IMPROVEMENTS. CONSTRUCT 370 FEET OF 12-INCH STORM SEWER. Budget Amount Financial Project Type Year Dose 35,000 FY18 Stormwater 170,000 FYIS Stormwater 850,000 FY18 Wastewater 240,000 FY18 Stemmata 836,000 FY18 Stormwater 657,000 FY18 Wastewater 1,300,000 FY18 Wastewater 1.000,000 FY18 Stomrweter 38.000 FY1S Stormerator 46,000 FY16 Stormwater 215,000 FY16 Stormwater 130,000 FY18 Stomrwatar 210,000 FY18 Stomrwatar 80,000 FY18 Stomata' 580,000 FY18 Stormwater 120,000 FY48 Stormwater 90,000 FY16 Stormwater 600,000 FY16 Stormwater 50,000 FY18 Stormwater 40,0411 Yrva 8tdmmeter 690,000 FY18 Btmmmeter 330,000 FY18 Stanweiter 45,000 FY19 Stainwater 45,000 FY19 Starnwrata 200,000 FY19 Stormwater 236,000 FY19 Stormwater 55,000 FY19 Stormwatm 20,000 FY18 Stormwater 75,000 FY19 Stormwater 76,000 FY18 Stormw star 25,000 FY18 Stormwater Problem Description YARD PONDING AND STREET FLOODING Task Description Design Services BASEMENT AND YARD FLOODING Construction Task BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS ACTIVATING CONSTRUCTED SSOS. Construction Phase II YARD FLOODING AND YARD SUBSIDENCE WE TO SINKHOLE AT 1244 CHARLANE COURT. CansOuchon Task BASEMENT FLOODING IN THE 1000 BLOCKS OF EAST UNDER AVENUE AND TERRACE DRIVE. Construction Task EXCESSIVE INFLOWANFILTRATION RESULTING IN BUILDING BACKUPS AND OVERCHARGED SANITARY SEWERS. Construction, Phase II BUILDING BACKUPS DUE TO OVERCHARGED AND DETERIORATED SANITARY SEWERS. Construction, Phase II FLOODING OF RESIDENTIAL AND COMMERCIAL PROPERTIES AND STREET FLOODING Construction Task BASEMENT AND STREET FLOODING DUE TO INADEQUATE ROADWAY DRAINAGE- Yard flooding. YARD FLOODING. FREQUENT BASEMENT FLOODING. YARD FLOODING. Design Services Design Semces Construction Task Construction Task Construction Task YARD AND STRUCTURE FLOODING. Conahudlon Task STREAM BANK EROSION ALONG DELLWOOOD CREEK IN THE REAR YARDS OF RESIDENT AL PROPERTIES AT 1401 AND 1405 HUDSON ROAD. Construction Task BASEMENT FLOODING. Construction Task BASEMENT FLOODING- ConahadJon Task STREET AND YARD FLOODING AT RESIDENCES ALONG ROSEWOOD LANE AND WOODARD DRIVE Construmon Tesk LOCALIZED PONDING IN BACKYARD. INFREQUENT STRUCTURAL FLOODING FROM OVERLAND FLOW PROPERTY DAMAGE DUE TO BASEMENT AND YARD FLOODING. CREEK EROSION ALONG EXISTING IMPROVED CHANNEL YARD FLOODING CREEK EROSION THREATENING STRUCTURES. FLOODING OF THREE STRUCTURES AND RESTRICTION OF EMERGENCY ACCESS. STRUCTURAL FLOODING FROM OVERLAND FLOW AND YARD FLOODING. MODERATE RISK STRUCTURAL EROSION YARD FLOODING. BASEMENT FLOODING Design Services Design Services Canstmctlnn Task Goostmctlon Task construction Task Design Services Construction Task Design Services Design Services Design Services Construction Task FLOODING FROM THE 10 YEAR STORM EVENT AT 278 GEREMMA DRIVE Design Services EASEMENT AND YARD FLOODING FROM OVERLAND FLOW. Deign Services Stormwater CIRP Project List Pro900 Budget Finen0lal Project Type Number Long Name Descriptoon Amount Year past Problem Description Task Description 11569 HARVEST HILL CT. BANK STABILIZATION CONSTRUCT 420 FEET OF BANKSTABIUZATION. 260,000 FY19 Slormweter MODERATE RISK EROSION TO STRUCTURES. Conatractan Teak EXISTING STORM SEWER OUTFALL IS DETERIORATED. WITH FREQUENT 11428 HELTA DRIVE 11800 STORM SEWER CONSTRUCT 105 FEET OF 18•INCH STORM SEWER, AND INSTALL CIPP IN 190 FEET OF 18-INCH PIPE. 20,000 FY19 Stommeter CAVE INS ALONG SHALLOW PIPE, AND YARD EROSION. Design Services DESIGN AND CONSTRUCT APPROXIMATELY 576 FEET OF 12-INCH TO 18-INCH DIAMETER STORM POOR YARD DRAINAGE CAUSING FREQUENT FLOODING OF WALK -OUT 10356 HEMPUNE COURT STORM SEWER SEWERS AND APPURTENANCES 120,000 FY19 Stormwater BASEMENT, Construction Task LARKWOOP - JAYWOOD-SPARROWWOOD BANK CONSTRUCT 385 FEET OF 14 FOOT HIGH MODULAR BLOCK WALL AND 70 FEET OF 16 FOOT HIGH CREEK EROSION BETWEEN SPARROWWOOD AND JAYWOOD. AND BEHIND 11432 STABILIZATION (CRE-07) MODULAR BLOCK WALL 150,000 FY19 Stommater HYANNIS DR. BETWEEN ROSS AVE. AND HYANNIS DR. Design Services HIGH RISK EROSION TO ONE MISCELLANEOUS STRUCTURE, BASEMENT 11594 MARTYRIDGE CT. #4307 STORM SEWER (MGMB-170) CONSTRUCT 400 FEET OF 16-INCH RCP AND TWO STRUCTURES. 50,000 FY19 Stemmata FLOODING AND YARD EROSION. Construction Task 11389 NOTTINGHAM - MAYFAIR STORM SEWER CONSTRUCT 345 FEET OF 12-INCH TO 15-INCH STORM SEWER . 20.000 FY1B Stormwater YARD FLOODING Design Services 11573 SAPPINGTON RD. AND SAPPHIRE RIDGE CT. STORM SEWER CONSTRUCT 690 FEET OF 15-INCH TO 24-INCH STORM SEWER. 70,000 FY19 Stcmlwater STRUCTURAL FLOODING FROM OVERLAND FLOW. Design Services 11420 SAXONHALL DRIVE #10966 STORM SEWER CONSTRUCT 114 FEET OF 12-INCH TO 18-INCH STORM SEWER. 35,000 FY19 Stomlwater STRUCTURE FLOODING DUE TO INADEQUATE STORM SEWER Construction Talc STREET FLOODING OF SCHUETZ ROAD AND BASEMENT FLOODING OF 11591 SCHUETZ ROAD AND WILLOW BROOK COVE STORM SEWERS CONSTRUCT 410 FEET OF 12-INCH TO 30-INCH STORM SEWER AND 4 TRENCH DRAINS. 185,000 FY19 Stommater TWO HOMES_ Canstruc9al Task DESIGN AND CONSTRUCT APPROXIMATELY 600 FEET OF 12-INCH TO 18-INCH STORM SEWER AND 10336 SNELSON DRIVE STORM SEWER APPURTENANCES. 35,0E0 FY19 Stanmater YARD FLOODING AND EROSION Design Services 11033 STONE HILL DR 4701 STORM SEWER CONSTRUCT 170 FEET OF 15-INCH STORM SEWER. 55,000 FY19 Ste naeater Frequent basement Hooding from overland Bow. Construction Task 11592 SUMMER LAKE DR. #15637 STORM SEWER CONSTRUCT 180 FEET OF 12-INCH STORM SEWER . 25,000 FY19 Starnexater YARD AND HOME FLOODING DUE TO OVERLAND FLOW. Construction Task 11532 SUMTER RIDGE CT. #1819 STORM SEWER CONSTRUCT 125 FEET OF 30-INCH STORM SEWER. 40,000 FY19 Stannsater INFREQUENT STRUCTURAL FLOODING. Consimcton Task CONSTRUCT A THREE WAY AREA INLET BEHIND 3199 VENUS AND PIPE TO EXISTING INLET, GRADING 11591 VENUE LN. - BRISTORL HALL CT. STORM SEWER AREA TO DRAIN TO INLETS. 25,000 FY19 Stanmater OVERLAND FLOW CAUSING YARD FLOODING. Construction Task 10391 CARL AVE. 8 AVIS BT. STORM SEWER CONSTRUCT APPROXIMATELY 205 FEET OF 12-INCH STORM SEWER AND APPURTENANCES. 30,000 FY19 Stemmata STRUCTURE AND YARD FLOODING. Design Sinless 11318 DELMONT AVE #7628 STORM SEWER CONSTRUCT 390 FEET OF 15-INCH RCP STORM SEWER. 50,000 FY19 Stornauuter YARD FLOODING. Design Services 11418 DRURY - SWTTZER STORM SEWER CONSTRUCT 550 FEET OF 12-INCH TO 15-INCH DIAMETER STORM SEWER. 35,000 FY18 Stemmata YARD EROSION AND FLOODING AND OVERLAND FLOODING OF HOMES. Design Services 11474 GLEASON #656 STORM SEWER CONSTRUCT 280 FEET OF 15-INCH RCP STORM SEWER . 20,000 FY19 Stemmata YARD FLOODING, Design Servlesa GRADED SHOULDERS MD CURBS, CLEAN AND REGRADE MALES, AND INSTALL STORMWATER 10070 HALL STREET FROM RIVERVIEW TO GRAND STORM SEWERS PUMPING STATIONS AS NEEDED. 8,00E030 FY19 Stommater STREET FLOODING ALONG HALL STREET FROM RIVERVIEW TO GRAND. Construction Task YARD FLOODING AND EROSION DUE TO LACK OF A STORM SEWER 11647 HOFFMEISTER - REED - PARDELLA STORM SEWER CONSTRUCT 890 FEET OF 27-INCH TO 42-1NCH RCP STORM SEWER 400,000 FY19 Stemmata SYSTEM. Construction Task CONSTRUCT 35 FEET OF 36-INCH CHANTER STORM SEWER, AND 1,315 FEET OF MODULAR BLOCK WALL MODERATE RISK STRUCTURAL EROSION ALONG A TRIBUTARY TO BADEN 11476 KENWOOO- JUNE CREEK BANK STABILIZATION AND BANK STABILIZATION. 720,000 FY19 Stemmata CREEK. Construction Task 11522 LOUISIANA AND HOLLY HILLS STORM SEWER CONSTRUCT 235 FEET OF 12-INCH STORM SEWER . 30,000 FY19 Stommater YARD FLOODING. Design SeM0es 11637 MAYWOODauTYRON STORM SEWER CONSTRUCT 70 FEET OF 24-INCH STORM SEWERS AND TRIPLE INLET. 40,000 FY19 Stammater FREQUENT STRUCTURAL FLOODING Constructibn Task 11641 PARDELLA #B35 STORM SEWER CONSTRUCT 1,545 FEET OF 12-INCH TO 1S-INCH STORM SEWER. 340,000 FY1B Stemmata FREQUENT STRUCTURAL FLOODING FROM OVERLAND FLOW. ConstruWan Task 11369 PARDELLA AVE #712 STORM SEWER CONSTRUCT 590 FEET OF 15-INCH TO 21-INCH STORM SEWER. 140,000 FY1B Storm:rater YARD FLOODING AND P0380ING ConaVucSon Task STORMWATER OVERLOADS THE 12' VCP COMBINED SEWER AND CAUSES 11506 RAFORD CT. STORM SEWER SEPARATION CONSTRUCT 370 FEET OF 18-1NCH RCP TO SEPARATE THE STORM AND SANITARY SYSTEMS. 40,000 FY19 Wastewater WBU'S IN SEVERAL DUPLEX BUILDINGS. Design Services ROCK CREEK - GERMANIA TO LOUGHBOROUGH BANK 11940 STABILIZATION RECONSTRUCT 4E15 FEET OF CHANNEL BANK WITH HEAVY STONE REVETMENT AND BIOSTABILIZATION. 320,000 FY1B Stom water MODERATE BANK EROSION THREATENING TRAIL AND CEMETERY ROAD. Constrao50n Task 11016 ROLAND BLVD STORM SEWER CONSTRUCT 775 FEET OF 12-INCH TO 42-INCH STORM SEWER. 320,000 FY1B Stemmata Frequent squires' needing from overland Bev{nen-Boodplalnl. Construction Task 11482 SAN BERNADINO AVENUE STORM SEWER CONSTRUCT 275 FEET OF 12-INCH DIAMETER STORM SEWER , INCLUDING CURBING. 15,000 FY1B Stennwetor YARD FLOODING AND EROSION. Design Services 11821 SCHAEFFER PLACE 2000 BLOCK STORM SEWER CONSTRUCT 290 FEET OF 12-1NCH RCP. 50,000 FY113 Stommatar ALLEY POISING. ConstrunBon Task 11285 STANWOOD DR. AND BELWOOD DR. STORM SEWER CONSTRUCT 2,705 LF OF 12 INCH TO 313 INCH RCP STORM SEWER. 210,000 FY19 Stemmetar BASEMENT AND STREET FLOODING. Design Services Pra}ct Number 11442 11092 10386 11430 11538 11026 11820 11171 11174 11239 11224 10210 11209 11331 10209 14303 11304 11303 11450 11817 11392 11498 11492 11618 11609 11687 11610 11636 11447 11541 11658 Lang Name STANWOOD DRIVE BANK STABILIZATION T!EMANN AVE 4800 BLOCK STORM SEWER UNION ROAD 100 BLOCK STORM IMPROVEMENTS WILBORN DRIVE 65381 STORM SEWER WINCHESTER DR. #7385 STORM SEWER WINCHESTER DRIVE 7120 SANK STABILIZATION WINDSOR PLACE #3540 STORM SEWER MEAUX MART - GRAY STORM CHANNEL ORCHARD • MASON -JOY STORM SEWER STEEPLECHASE STORM SEWER IMPROVEMENTS (FRONTENAC 3- TIMBER TRAIL- BRIAR RIDGE CHANNEL IMPROVEMENTS CORONA PARK STORM SEWER PHASE 2B DICKENS AVENUE 8470 STORM SEWER MONROE WEST AVENUE BANK STABILIZATION CHERRY TREE LANE STORM IMPROVEMENT IVELAMO DR. I832 STORM SEWER LACKLAND RD. - UCEYLE AVE. STORM SEWER ,UBERTY AVE. 10000 BLOCK STORM SEWER MIRIAM AND BURNS STORM SEWER BARHAM DOWN DR. 700 BLOCK STORM IMPROVEMENTS BARKMAN STORM SEWER IMPROVEMENTS BELUNGTON LANE 8149 STORM SEWER BOOTHBAY CT #12301-12302 STORM SEWER BRADBURY DR. #54813 STORM SEWER CLIFF DRIVE 031 STORM SEWER CRAIG ROAD 81485 STORM SEWER IMPROVEMENTS CRESTWICK DR. 89901-B915 STORM SEWER DEKAMAY DRIVE STORM SEWER (MGJB-130) DIPLOMAT LANE OUTFALL STABILIZATION FRONT STREET AND MARSHALL RD. STORM SEWER GENTLE COURT CHANNEL IMPROVE4IENT (WILL-06) Stormwater CIRP Project List Description CONSTRUCT 175 FEET OF 10 7014 FOOT HIGH MODULAR BLOCK WALL . CONSTRUCT 770 FEET OF 12-INCH TO 18-INCH STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 1,600 FEET OF 12-INCH TO 18-INCH STORM SEWERS AND APPURTENANCES, AND APPROXIMATELY 900 FEET OF CULVERTS. CONSTRUCT 160 FEET CF 12-INCH RCP STORM SEWER . CONSTRUCT 20 FEET OF 18-INCH STORM SEWER AND ONE INLET. CONSTRUCT 170 FEET OF 6-FOOT TO 9-FOOT HIGH MODULAR BLOCK WALL CONSTRUCT 240 FEET OF 15-INCH STORM SEWER. CONSTRUCT 310 FEET OF B FOOT HIGH MODULAR BLOCK WALL, AND GRADE CONTROLS. CONSTRUCT 2,250 FEET OF 12-INCH TO 42-INCH STORM SEWER and 50 feet of 4' x 3 RCBC. CONSTRUCT 900 FEET OF 12-INCH TO 21-INCH STORM SEWER, ONE BIORETENTION CELL, AND APPURTENANCES CONSTRUCT 130 FEET OF MODULAR BLOCK WALL 100 FEET OF ROCK BLOCK WALL, AND 140 FEET OF COMBINATION SLOPE PROTECTION. CONSTRUCT 1,240 FEET OF 12-INCH TO 24-INCH DIAMETER STORM SEWERS CONSTRUCT 100 FEET OF 16-14CH RCP STORM SEWERS CONSTRUCT 175 FEET OF ROCK BLOCK TOE ALONG SOUTH STREANBANK AND INSTALL 170 SY OF BIOSTABILIZATION. CONSTRUCT 1,190 FEET OF 12-INCH TO 88-INCH DIAMETER STORM SEWER, 150 FEET OF 12-INCH DIAMETER CMP CULVERT, AND 370 FEET OF 4 FOOT WIDE BY 1.5 FOOT HIGH CONCRETE BOX CULVERT. CONSTRUCT 110 FEET OF 12-INCH STORMSEWER. CONSTRUCT 780 FEET OF 12-INCH TO 30-INCH RCP STORM SEWER CONSTRUCT 820 FEET OF 12-INCH TO 24-INCH STORM SEWER CONSTRUCT 455 FEET OF 12-INCH TO 15-INCH DIAMETER STORM SEWER AND APPURTENANCES CONSTRUCT 505 FEET OF 15-INCH T021-INC1H STORM SEWERS. CONSTRUCT 200 FEET OF 12-INCH DIAMETER STORM SEWERS . CONSTRUCT 300 FEET OF 42-INCH RCP STORM SEWERS . CONSTRUCT 95 FEET OF 21-INCH STORM SEWER REPLACE EXISTING STORM SYSTEM WITH 810 FEET OF 12-INCH TO 30•INCH DIAMETER STORM SEWERS, CONSTRUCT 275 LF OF 15-INCH TO 18-INCH RCP STORM SEWER. CONSTRUCT 385 FEET OF 12-INCH STORM SEWER, MID 20 FEET OF DIP SANITARY SEWER, . REMOVE 185 LF OF EXISTING STORM SEWER ANDCONSTRUCT 640 LF OF 1T TO 30' RCP STORM SEWER CONSTRUCTERS FEET OF 15-INCH TO 241NCH STORM SEWER RECONSTRUCT OUTFALL PIPE, STABIUZE STREAM BANK AND PERFORM PREVENTATIVE CHANNEL IMPROVEMENTS CONSTRUCT 880 FEET OF 15-INCH TO 30-INCH STORM SEWER CONSTRUCT 90 FEET OF 7 FOOT HIGH HEAVY STONE REVETMENT, AND GRADE CONTROL STRUCTURE Budget Amount Financial Project Type Problem Desenptran Year Desc 80,000 FY19 Stormwater CHANNEL EROSION. 70,000 FY19 Stormwater Frequent structural loading. 110,000 FY19 Stormwator YARD FLOODING AND ROAD FORDING. 15,000 FY19 Stenrmrater YARD FLOODING AT 6381 WILSON. 20,000 FY19 Stonnweter BASEMENT FLOODING DUE TO INADEQUATE STREET DRAIN. 100,000 FY19 Stormwater Modulate risk Madura! erosion 30.000 FY19 Stam wetar STREET FORDING AND STRUCTURAL FLOODING. 140,000 FY19 Stonnweter STREAMBANK EROSION. DAMAGE TO PROPERTY DUE TO FLOODING FROM INADEQUATE STORM 980,000 FY19 Stormwater SEWER 215,000 FY19 Stormwater STRUCTURAL FLOODING. 249,000.FY19 Stamrwaler MODERATE RISK STRUCTURAL EROSION. 280,000 FY19 Slo maater YARD AND STREET FLOODING. 24,000 FY19 Stormwater YARD FLOODING 44,000 FY19 Stormwater CREEK BANK EROSION 560,000 FY19 Stomrwater INADEQUATE STORM SEWER SYSTEM 25-000 FY19 Stormwater YARD RUNOFF AND FORDING. BASEMENT FLOODING AT 1900 KORANDO DUE TO INADEQUATE STORM 130,000 FY19 Stemmata SEWER SYSTEM INADEQUATE ROAD DRAINAGE AND INADEQUATE PARKING LOT 220,000 FY19 Starnwater DRAINAGE 105,000 FY19 Stemmata YARD AND STRUCTURE FLOODING. 155,000 1-Y711 Stonnaeter BASEMENT AND YARD FLOODING 40,000 FY20 Sternmater MINOR STREET AND YAND FLOODING AND EROSION. 105,000. FY20 Stemmata EROSION ALONG DRAINAGE CHANNEL INADEQUATE STORM SEWERS ARE CAUSING STREET FLOODING AND 25,000 FY20 Stormwater EROSION. INADEQUATE STORM SEWER SYSTEM CAUSES FREQUENT FLOODING OF 140,00B FY20 Stomawter TWO HOMES. 60.000 FY20 Stomwreter GARAGE AND YARD FLOODING DUE TO OVERLAND FLOW. 66,000 FY20 Smrwrwetm GARAGE AND YARD FLOODING, AND EROSION 120,000 FY20 Stawrweter YARD, GARAGE MID BASEMENT FLOODING AND YARD EROSION. 79000 FY20 ammeter FREQUENT STRUCTURAL FLOODING FROM OVERLAND FLOW 250,000 FY20 Stamweter BANK FAILURESIEROSION AT OUTFALL INADEQUATE AND DETERIORATED STORM SYSTEM CAUSES FORDING ON 426,090 FY20 Stamwater MARSHALL ROAD AT FRONT STREET. 26,000 FY20 Stamwater CREEK EROSION NEAR 835 AND #90 GENTLE COURT. Task Description Design Services Design Services Design Services Design Services Construction Task Construction on Task Design Sentries Construction Task Construction Task Construction Task Construction Task Construction Teak Construction Task Construction Task Construction Task construction Task Construction Tesk Construction Task Conolni ton Task Conatmcgon Task Construction Task Construction Task Construction Task Construction Task Construction Task Construction Task Construction Task Design Services Construction Task Construction Task Design Services Project Number 11426 11020 1158E 11806 11438 11387 11644 11486 11488 11565 11461 11638 11467 11630 11446 11424 11386 11080 11407 11604 11822 11398 1181E 11048 11484 11501 11408 1180E 11839 11954 11646 Lang Name GLENN DRIVE 6128 STORM SEWER GUENEVERE DR - ROTHERHAM DR STORM SEWER HICKORY TREE LN. STORM SEWER HUNTER'S OLEN CT, 9306 STORM SEWER KENNEY DR- BOUNDARY RD. STORM SEWER LADUE FARM RAOD 9125 STORM SEWER LARKIN LH NO STORM IMPROVEMENTS (ME-260) MAR AWN CT. 99819 STORM IMPROVEMENT MSRMONTCOURTN389 STORM SEWER MARRGNEY CREEK -SUNRISE HEIGHTS TO TELEGRAPH PLAZA STREAMBANK STABILIZATION MARTIGNEY CREEK STREAMBANK STABILIZATION - FAIRWICK AND GOLDEN VALLEY BANK STABILIZATION (MGMB-150) NOTTINGHAM ESTATES DR. 00217 STORM SEWER REMINGTON OAKS- SAN LUIS STORM SEWER REYNOSIA- MELITTA STREAMBANK STABILIZATION ROANNA LANE 910620 STORM IMPROVEMENTS SCOTT AVE N1213 STORM SEWER SUMMERHAVEN DRIVE 811656 STORM SEWER THORNHILL DR 61338E BANK STABILIZATION TINA TERRACE DRIVE STORM SEWER VILLAGE MEAD DR. 9264 STORM SEWER Stormwater CIRP Project List Description CONSTRUCT 600 FEET CF 12-111CH TO SO -INCH RCP STORM SEWER CONSTRUCT 215 FEET OF 12-INCH STORM SEWER. CONSTRUCT 360 FEET OF 12-INCH TO 24-INCH RCP STORM SEWER, ABANDONING 85 FEET OF CMP. CONSTRUCT 280 FEET OF 12-INCH TO 15-INCH RCP STORM SEWER CONSTRUCT 436 FEET OF 12-INCH TO 18-INCH RCP STORM SEWER CONSTRUCT 370 FEET OF 12-INCH TO 15-INCH STORM SEWER CONSTRUCT 265 FEET OF 12-INCH TO 16-INCH STORM SEWER, AND 1 RAINGARDEN. CONSTRUCT 410 FEET OF 21-INCH STORM SEWER . CONSTRUCT 133 FEET Of 12-INCH STORM SEWER. CONSTRUCT 650 FEET OF COMPOSITE REVETMENT, 150 FEET OF MODULAR BLOCK WALL, AND 10 FEET OP GRADE CONTROL ON A20 FOOT WIDE SECTION OF THE CREEK, CONSTRUCT 650 FEET OF STREAMBANK PROTECTION CONSTRUCT 160 FEET OF 15-INCH STORM SEWER. CONSTRUCT 1W FEET OF 12-INCH STORM SEWER. CONSTRUCT 340 FEET OF 14-FOOT HIGH MODULAR BLOCK RETAINING WALL. CONSTRUCT 120 FEET OF 15-INCH STORM SEWER - CONSTRUCT 246 FEET OF 12-INCH RCP STORM SEWER. CONSTRUCT 440 FEET OF 12-INCH TO TB -INCH STORM SEWER Construct heavy stone revetment and geollodle fabrre bank stablltetlon on souBVNeet aide of meek CONSTRUCT 270 FEET OF 12-INCH STORM SEWER. CONSTRUCT 60 FEET OF 12-INCH STORM SEWER. VON TALGE RD: HAVERLEIGH TERRACE BANK STABILIZATION CONSTRUCT 475 FEET CF 14 FOOT HIGH MODULAR RI rICK WALL WEATHERBY DRIVE STORM SEWER WHITNEY POINTE DR. 112210 CHANNEL IMPROVEMENTS WOODLAKE VILLAGE 1008 BANK STABILIZATION BARTOLET TO PAULE AVE STORM SEWER REPLACEMENT BELDON DRIVE STORM SEWER BROMDHEAD4621 STORM SEWER CHAMBERS RD. TO NORTHGATE DR. STORM SEWER FAIRCHILD S6818 STORM SEWER HANCOCK AVENUE 5600 BLOCK STORM SEWER HORN AVE. AND WACHTEL AVE. BANK STABILIZATION CONSTRUCT 570 FEET CF 12-INCH STORM SEWERS. CONSTRUCT 180 FEET CF 8 FOOT HIGH ROCK BLOCK WALL AND 810 CY OF HEAVY STOVE REVETMENT. CONSTRUCT 300 FEET OF BANK STABILIZATION. CONSTRUCT 1,000 FEET OF 36-INCH STORM SEWER, REPLACING 15- NCH TO 24-INCH SEWERS. CONSTRUCT SEPARATE STORM SYSTEM FROM GRATED INLET AT 6712 BELDON TO END OF CULL -DE - SAC, A142 DOWNSTREAM TO CONNECT TO EXISTING STORM SYSTEM CONSTRUCT 235 FEET OF 30-INCH STORM SEWER. CONSTRUCT LOOS FEET OF 12-INCH TO24-INCH RCP STORM SEWER. CONSTRUCT 340 FEET OF 12-INCH TO 21-INCH STORM SEWER. INSTALL 115-LF OF STORM SEWER AND APPURTENANCES TO ALLEVIATE GARAGE FLOODING AT 6610 HANCOCK AVENUE CONSTRUCT 210 FEET OF 4 FOOT HIGH CONCRETE WALL AND BUYOUT OF ONE HOME AT 420 HORN. Budget Amount F[nmbal Project Type Year Dean 135,000.FY20 Stonrwra1ar 16,000 FY20 Stormwater 70,000 FY20 Stonnwnter 65 000 FY20 Stomwstnr 39000 FY20 Stomwreter 65.000 FY20 Stonnwatw 2E000 FY20 Stormwater 851100 FY20 Stormwater 25,000'. FY20 Stormwater 165.000 FY20 Stomlwatar 205,000 FY20 &arm eter 15,000 FY20 &a mweter 85,000 FY20 Siormaxter 105,000 FY20 Stormaeter 45,000 FY20 Stormwaler 5d,000 FY20 Slarmwvicr 75A00 FY20 Stormwater 60,000 FY20 Stormwater 45,000 FY20 Stormwater 20,000 FY20 Stormwater 445,000 FY20 Stormwater 30,000 FY20 SWnnhalar 140,000 FY20 Stormwater 88000 FY20 Stanmr/der 1301100 FY20 ammeter 170,000 FY20 Stonmvater 30.000 FY20 Stormwater 220 000 FY20 Stormwater 70,000 FY20 Stormwater 40,000 FY20 Stamnrater 60,000 FY20 Stammratee Problem Description STRUCTURE AND YARD FLOODING. Yard flooding. BASEMENT AND YARD FLOODING, AND YARD EROSION. YARD AND STRUCTURE FLOODING. YARD FLOODING AND EROSION YARD FLOODING AND EROSION. YARD FLOODING. YARD FLOODING AND INFREQUENT BASEMENT FLOODING. EROSION. CREEK EROSION AND FLOODING IN YARDS AND COMMON GROUND. HIGH RISK EROSION TO EIGHT MISCELLANEOUS STRUCTURES. YARD FLOODING. YARD EROSION AND RUNOFF. MODERATE RISK STRUCTURAL EROSION AT FOUR HOMES. STRUCTURAL FLOODING AT 10820 ROANNA LANE PONDING IN YARD YARD FLOODING Creek bank erosion. YARD FLOODING. YARD FLOODING. CREEK EROSION THREATENING FOUR STRUCTURES. ROADWAY FLOODING ON CRIMSON, AND YARD FLOODINGIEROSION AT 1401,1467, AND 1415 WEATHERBY, AND 1fOT CRIMSON. HIGH RISK STRUCTURAL EROSION DUE TO CHANNEL INCISION. Creek bank erosion. UNDERSIZED PIPES ARE CAUSING BASEMENT AND GARAGE FLOODING, MID STREET FLOODING ALONG PAULE. YARD FLOODING DUE TO INADEQUATE STORM SEWERICON,BINED SEWER SYSTEM. CHANNEL EROSION AT END OF 30-INCH CMP. YARD FLOODING. YARD FLOODING YARD AND GARAGE FLOODING. MODERATE RISK STRUCTURAL EROSION AND FREQUENT STRUCTURAL FLOODING. Task Description CosretruGlan Task Design Services Construction Task Construction Task Design Services Construction Task Design Services Construction Task Construction Task Design Services Design Services Design Swvtem Cofakuc60n Task Design Services Cofehu0Saa Task Construction Task Cansbudlon Task Construction Task Combustion Task Conetnictlon Task Construction Task Design Services Construction Task Construction Task Design Services C0rntruction Task Design Services Construction Task C005Wctlon Task C0rntmctlon Task Design Services Project Number 11545 11410 1153D 11503 1162D 11614 11607 11431 11203 11586 11409 11542 11643 11433 11556 11477 11266 11024 10565 10372 11416 11600 11623 11391 11579 11611 11428 11432 11386 11573 10336 Long Nana KAYSER AVE -WALLER AVE STORM SEWER LAIJTE46146-6151 STORM IMPROVEMENTS LARIMORE STORM SEWER MAIN STREET 2600 BLOCK STORM SEWER MIDRIDGE DRIVE STORM SEWER MILITARY AND WEISS STORM SEWER MINNIE AVE TO GREEN HAVEN STORM SEWER MUELLER COURT STORM SEWER OAKSHIRE LN TO GEYER RD. STORM SEWER ORCHARD AND WINDSOR LANE STORM SEWER PAISLEY-ROSLYN-GAYLORD STORM SEWER PARKWOOD DRIVE 66132 STORM SEWER TIEMAN AND KAMMERER STORM SEWER WACHTEL AVENUE 1200 BLOCK STORM SEWER WINCHESTER DRIVE BANK STABILIZATION WISE AND WEST PARK STORM IMPROVEMENT HOLDEN AND LONGWOOD STORM SEWER HOLDEN AVE TO ETA AVE STORM SEWER FAIRVIEW AVE. #1250 STORM SEWER JACOBS OLD COAL ROAD 8 NOTTINGHAM STORM SEWER BOXFORD COURT BANK BROOKVALE TERRACE- PARKFIELD TERRACE STORM IMPROVEMENTS BRUNSTON DR #4875 BANK STABILIZATION CHANDELLAY DRIVE STORM SEWER GEREMMA AND WHITE TREE CHANNEL IMPROVEMENTS GRAND GLEN DR. #702 STORM IMPROVEMENTS HELTA DRIVE 11800 STORM SEWER LARKWOOD -JAYWOOD-SPARROWWOOD BANK STABILIZATION (CRE-07), NOTTINGHAM- MAYFAIR STORM SEWER SAPPINGTON RD. AND SAPPHIRE RIDGE CT STORM SEWER SNELSON DRIVE STORM SEWER Stormwater CIRP Project List Description CONSTRUCT 816 FEET OF 12-INCH TO 21-INCH RCP STORM SEWER CONSTRUCT 565 FEET OF 12-I19CH TO 15-INCH STORM SEWER. CONSTRUCT 4,860 FEET OF 12-INCH TO 54-INCH STORM SEWER AND CULVERTS, CONSTRUCT 286 FEET OF 15-INCH TO 21-INCH RCP STORM SEWER . CONSTRUCT 660 FEET OF 12-INCH TO IS -INCH STORM SEWERS. CONSTRUCT 500 FEET OF 12-INCH TO 15-INCH DIAMETER STORM SEWER. CONSTRUCT 890 FEET OF 12 INCH TO W INCH DIAMETER STORM SEWER FROM MINNIE AVE TO GREEN HAVEN DR. CONSTRUCT 550 FEET OF 12-INCH TO 18-INCH RCP STORM SEWER CONSTRUCT 1,040 FEET OF 12-INCH TO 27-INCH STORM SEWER CONSTRUCT W0 FEET OF 16-INCH TO 88-INCH STORM SEWER, 20 FEET OF 8-INCH DIP, CONSTRUCT 105 FEET OF 21-INCH, 875 FEET OF 18-INCH, AND 200 FEET OF 15-INCH STORM SEWER, . CONSTRUCT 240 FEET OF 15-INCH STORM SEWER CONSTRUCT 460 FEET OF 12-INCH TO 18-INCH STORM SEWER. CONSTRUCT 390 FEET OF 12-1NCH TO 24-INCH STORM SEWER . CONSTRUCT 920 FEET OF BANK STABILIZATION. CONSTRUCT 290 FEET OF 12-INCH TO 18-INCH DIAMETER STORM SEWERS. CONSTRUCT 490 FEET OF 12-INCH TO 21-INCH RCP STORM SEWER CONSTRUCT 956 FEET OF 15-INCH YO la -INCH STORM SEWER. CONSTRUCT 825 FEET OF 12-INCH TO 24-INCH RCP STORM SEWERS CONSTRUCT 600 FEET OF 12-INCH RCP STORM SEWER CONSTRUCT 260 FEET OF 10-FOOT HIGH HEAVY STONE REVETMENT STABILIZATION. CONSTRUCT 726 FEET OF 60-1NCH TO 72a81C11 STORM SEWER . AND 280 FEET OF BANK STABILIZATION CONSTRUCT 120 FEET OF 12 FOOT MODULAR BLOCK RETAINING WALL. CONSTRUCT 260 FEET OF 12-INCH RCP STORM SEWER CONSTRUCT 1,035 FEET OF CHANNEL IMPROVEMENTS CONSTRUCT 370 FEET OF 12-INCH STORM SEWER. CONSTRUCT 106 FEET OF 18-INCH STORM SEWER , AND INSTALLCIPP IN 180 FEET OF 16-INCH PIPE, CONSTRUCT 8135 FEET OF 19 FOOT HIGH MODULAR BLOCK WALL AND 70 FEET OF 18 FOOT HIGH MODULAR BLOCK WALL CONSTRUCT 346 FEET OF 12-INCH TO 15-INCH STORM SEWER CONSTRUCT 690 FEET OF 15-INCH TO 24-INCH STORM SEWER. DESIGN AND CONSTRUCT APPROXIMATELY 506 FEET OF 12-INCH TO 16-INCH STORM SEWER AND APPURTENANCES Budget Amount Financial Project Type Year Dar 60.000 FY20 Stcmmater 130,060 FY20 Stormwater 480 000 FY20 Stomrwater 20,080 FY20 Stonnwater 140,000. FY20 Stormwater 40,000 FY20 Stormwater 40,000 FY20 Stormwater 35,000 FY20 Storrnwater 160,000 FY20 Stormwater 70,000 FY20 Stormwater 180.000 FY20 Ddn„x,etor 80,000 FY20 Stonoweter 50,000 FY20 StmrrnvMer 85,000. FY20 Stormeater 404000 FY20 Stmrrnvater 180,000 FY20 Storrowaler 132 MO FY20 Stormwaler 192.000 FY20 SM,,,rr hr 200,000 PY20 Sto<mwe[er 195.060 FY20 Stormvwter 130.000 FY21 Stornwvaler 700.000 FY21 Staroweter 150,000 FY21 Syommater 50,000 FY21 Stormwater 220.000 FY21 SLormwater 70000 FY21 5101 eMster 50.000 FY21 Stormwater 450.000 FY21 Stormiess 66000 FY21 Sto mwater 200,000. FY21 Stormwwtar 100,000 FY21 Stormwater Problem Description YARD AND STREET FLOODING. OVERLAND YARD AND STRUCTURE FLOODING FREQUENT ROADWAY, STRUCTURAL. AND YARD FLOODING. YARD FLOODING. EROSION AND YARD FLOODING DUE TO SURFACE FLOWS. FLOODING FROM INADEQUATE ROAD DRAINAGE. STREET PONDING IN FROM OF 7033 MINNIE AVENUE. YARD FLOODING AND EROSION. YARD FLOODING YARD AND GARAGE FLOODING OVERLAND FLOODING OF DRIVEWAY AND BASEMENT AT 7001 PAISLEY DURING MODERATE AND HEAVY RAIN EVENTS. GARAGE AND YARD FLOODING YARD AND ALLEY FLOODING YARD FLOODING DUE TO INADEQUATE ROADWAY DRAINAGE. STRUCTURAL EROSION YARD PONDING AND STREET FLOODING BASEMENT AND STREET FLOODING DUE TO INADEQUATE ROADWAY DRAINAGE. Yard Boodlrg. LOCALIZED PONDING IN BACKYARD. INFREQUENT STRUCTURAL FLOODING FROM OVERLAND FLOW CREEK EROSION THREATENING STRUCTURES. STRUCTURAL FLOODING FROM OVERLAND FLOW AND YARD FLOODING MODERATE RISK STRUCTURAL EROSION. YARD FLOODING FLOODING FROM THE 10 YEAR STORM EVENT AT 276 GEREMMA DRIVE BASEMENT AND YARD FLOODING FROM OVERLAND FLOW. EXISTING STORM SEWER OUTFALL IS DETERIORATED, WITH FREQUENT CAVE INS ALONG SHALLOW PIPE, AND YARD EROSION. CREEK EROSION BETWEEN SPARROW WOOD AND JAYWOOD. AND BEHIND HYANNIS DR. BETWEEN ROSS AVE AND HYANNIS DR - Construction Task YARD FLOODING. STRUCTURAL FLOODING FROM OVERLAND FLOW. YARD FLOODING AND EROSION Teak Descnptroa Design Services Construction Task Design Servicesrvi Design Services Construction Task Design Services Design Services Design SwlmServicesDesign Services Deakin Swims ConConstruction Task Construction Task Design Services Design Services Construction Task Construction Ted Conskution Task Conduction Task Conskuthn Task Construction Tad Construction Teak Construction Teak Construction Teakdss Consikn Teak Construction Task Construction Teak Conduction Teak Construction Task Construction Task Construction Task Stormwater CIRP Project List Prolog Budget FinancW Project Type Number LonO Mama Oesmptian Amount Year Dsac Problem Demonptran Task Descriptor 10331 CARL AVE SAVIS ST STORM SEWER CONSTRUCT APPROXIMATELY 285 FEET OF 12-INCH STORM SEWER AND APPURTENANCES. P0,000 FY21 Stormwater STRUCTURE AND YARD FLOODING. Construction Task 11318 DELMONT AVE 117028 STORM SEWER CONSTRUCT 390 FEET OF 15-INCH RCP STORM SEWER 140,000 FY21 Stalemates YARD FLOODING Construction Task 11415 DRURY- SWITZER STORM SEWER CONSTRUCT 550 FEET OF 12-INCH TO 10-INCH DIAMETER STORM SEWER. 100,000 FY21 Stomrwater YARD EROSION AND FLOODING, AND OVERLAND FLOODING OF HOMES. Construction Task 11474 GLEASON 093 STORM SEWER CONSTRUCT 250 FEET OF 154NCH RCP STORM SEWER 60,000 FY21 Blnnrnrater YARD FLOODING. Construction Task 11622 LOUISIANA AND HOLLY HILLS STORM SEWER CONSTRUCT 235 FEET OF 12-INCH STORM SEWER. 80.000 FY21 Stormwater YARD FLOODING Con* !elan Task STORMWATER OVERLOADS TEE 17 VCP COMBINED SEWER AND CAUSES 11505 RAFORD CT. STORM SEWER SEPARATION CONSTRUCT 370 FEET OF 18-INCH RCP TO SEPARATE THE STORM AND SANITARY SYSTEMS 110,000 FY21 Wastewater WBVS IN SEVERAL DUPLEX BUILDINGS. Conatnm6on Task 11482 SAN BERNADINO AVENUE STORM SEWER CONSTRUCT 276 FEET OF 12•INCH DIAMETER STORM SEWER , INCLUDING CURBING. 45,000 FY21 Glomerate YARD FLOODING AND EROSION. Constriction Task 11285 STANWOOD DR. AND BELWOOD DR STORM SEWER CONSTRUCT 2 765 LF OF 12 INCH TO 30 INCH RCP STORM SEWER. 829,090 FY21 St rmwetar BASEMENT AND STREET FLOODING, Construction Task 11442 STANWOOD DRIVE BAN( STABILIZATION CONSTRUCT 175 FEET OF 10 TO 14 FOOT HIGH MODULAR BLOCK WALL. 180,090 FY21 Stormenter CHANNEL EROSION. Construction Task 11042 T1EMANN AVE 4000 BLOCK STORM SEWER CONSTRUCT 770 FEET OF 12-IRON TO 18-INCH STORM SEWER 190,000 FY21 Stormwater Frequent structural flooding, Construction Task DESIGN AND CONSTRUCT APPROXIMATELY 1,500 FEET OF 12-INCH TO 18-INCH STORM SEWERS AND MSS UNION ROAD 100 BLOCK STORM IMPROVEMENTS APPURTENANCES, AND APPROXIMATELY 900 FEET OF CULVERTS. 320,000 FY22 Stormwater YARD FLOODING AND ROAD FORDING, Construction Task 11420 WILBORN DRIVE 416381 STORM SEWER CONSTRUCT 180 FEET OF 12-INCH RCP STORM SEWER . 40,000 FY21 Stommster YARD FLOODING AT 5351 WILSON. Construction Task 11620 WINDSOR PLACE 03840 STORM SEWER CONSTRUCT 240 FEET OF 154NCH STORM SEWER. 90,030 FY21 Stormwater STREET PONDING AND -STRUCTURAL FLOODING Construction Task 11535 DEKAMAY DRIVE STORM SEWER (MGJB-130) CONSTRUCT 985 FEET OF 15-INCH TO 24-1NCH STORM SEWER. 210,000 FY22 Stormwater FREQUENT STRUCTURAL FLOODING FROM OVERLAND FLOW. Construction Tog 11030 GUENNEVERE DR - ROTHERHAM DR STORM SEWER CONSTRUCT 215 FEET OF 12-INCH STORM SEWER. 40,000 FY22 Stormwater Yard Modarg. Consbucton Task 11438 KENNEY DR -BOUNDARY RD. STORM SEWER CONSTRUCT 435 FEET OF 12-INCH TO 1&INCH RCP STORM SEWER 80 000 FY22 Stommster YARD FLOODING AND EROSION Constuction Task 11635 NOTTINGHAM ESTATES DR 95217 STORM SEWER CONSTRUCT 160 FEET OF 154NCH STORM SEWER. 35,000 FY22 Stormwater YARD FLOODING Construction Task ROADWAY FLOODING ON CRIMSON, AND YARD FLOODINWEROSION AT 11206 WEATHERBY DRIVE STORM SEWER CONSTRUCT 670 FEET OF 124NCH STORM SEWERS. 65,000 FY22 Stormwater 1401.1407, AND 1415 WEATHERBY, AND 1101 CRIMSON ColMmdlon Task UNDERSIZED PIPES ARE CAUSING BASEMENT AND GARAGE FLOODING, 11494 BARTOLET TO PAULE AVE. STORM SEWER REPLACEMENT CONSTRUCT 1,000 FEET OF 38-INCH STORM SEWER, REPLACING 16-INCH TO 241NCH SEWERS. 950.000 FY22 Stormwater AND STREET FLOODING ALONG PAULE. Construction Task 11408 BROADHEAD9321 STORM SEWER CONSTRUCT 236 FEET OF 304NCH STORM SEWER. 90.000 FY22 Stormwater CHANNEL EROSION AT END OF 304NCH CARP. Construction Task MODERATE RISK STRUCTURAL EROSION AND FREQUENT STRUCTURAL 11848 HORN AVE AND WACHTEL AVE BANK STABILIZATION CONSTRUCT 210 FEET OF 4 FOOT HIGH CONCRETE WALL AND BUYOUT OF ONE HOME AT 42a HORN, 140,000 FY22 Stormwater FLOODING. Construction Task 11645 KAYSER AVE. - WALLER AVE STORM SEWER CONSTRUCTSIO FEET OF 12-INCH TO 21-INCH RCP STORM SEWER. 220,000 FY22 Swlllllater YARD AND STREET FLOODING. Construction Trek 11630 LARIMORE STORM SEWER CONSTRUCT 4.880 FEET OF 12-INCH TO 54-1NCH STORM SEWER AND CULVERT& 1,400,000 FY22 Stannwater FREQUENT ROADWAY, STRUCTURAL, AND YARD FLOODING. Congruence Task 11603 MAIN STREET 2500 BLOCK STORM SEWER CONSTRUCT 280 FEET OF 15-INCH TO 21-INCH RCP STORM SEWER . 60,000 FY22 Stormwater YARD FLOODING. Construction Teak 11814 MILITARY AND WEISS STORM SEWER CONSTRUCT 500 FEET OF 12-INCH TO 164NCH DIAMETER STORM SEWER. 110,000 FY22 Stormwater FLOODING FROM INADEQUATE ROAD DRAINAGE Construction Task CONSTRUCT 320 FEET OF 12 INCH TO 18 INCH DIAMETER STORM SEWER FROM MINNIE AVE TO GREEN 11507 MINNIE AVE TO GREEN HAVEN STORM SEWER HAVEN DR 110,000 FY22 Stormwater STREET FORDING IN FRONT OF 7033 MINNEE AVENUE Construction Task 11431 MUELLER COURT STORM SEWER CONSTRUCT 650 FEET OF 12-INCH TO 16-INCH RCP STORM SEWER 100,000 FY22 r' sss tr TARO FLOODING AND EROSION. Construction Task 11253 OAKSHIRE W. TO GEYER RD. STORM SEWER CONSTRUCT 1,340 FEET OF 12-INCH TO 37-INCH STORM SEWER. 4E10,000 FY22 Storrmwater TARO FLOODING. Construction Teak 11538 ORCHARD AND WINDSOR LANE STORM SEWER CONSTRUCT S30 FEET OF IS -INCH TO 98-NCH STORM SEWER 20 PEET OF 0-INCH DIP. 200,000 FY22 Stomsweter YARD AND GARAGE FLOODING. Construction Teak 11843 TTEMAN AND KAMMERER STORM SEWER CONSTRUCT 460 FEET OF 12-INCH TO la -INCH STORM SEWER 140,000 FY22 Stommator YARD AND ALLEY FLOODING Construcion Task 11433 WACHTEL AVENUE 1200 BLOCK STORM SEWER CONSTRUCT 330 FEET OF 12-INCH TO 241NCH STORM SEWER. 100,000 FY22 Sto mvater YARD FLOODING DUE TO INADEQUATE ROADWAY DRAINAGE. Cosatmctron Task Project Number 11558 Long Name GENTLE COURT CHANNEL IMPROVEMENT (W ILL-0S) 11544 LARKIN LN. 98 STORM IMPROVEMENTS (ME-260) MARTIGNEY CREEK -SUNRISE HEIGHTS TO TELEGRAPH PLAZA 11555 STREAMBANK STABILIZATION MARTIGNEY CREEK STREAMBANK STABILIZATION - FAIRW1CK 11451 AND GOLDEN VALLEY BANK STABILIZATION (MGMB-160) 11630 REYNOBIA- MELITTA STREAMBANK STABIUZATION Stormwater CIRP Project List Desaripton CONSTRUCT 90 FEET OF 7 FOOT HIGH HEAVY STONE REVETMENT, AND GRADE CONTROL STRUCTURE CONSTRUCT 265 FEET OF 12-INCH TO 16-INCH STORM SEWER AND 1 RAINGARDEN. CONSTRUCT 650 FEET OF COMPOSITE REVETMENT, 160 FEET OF MODULAR BLOCK WALL, AND 10 FEET OF GRADE CONTROL ON A 20 FOOT WIDE SECTION OF THE CREEK CONSTRUCT 650 FEET OF STREAMBANK PROTECTION CONSTRUCT 340 FEET OF 14-FOOT HIGH MODULAR BLOCK RETAINING WALL Budget Financial Project Type Amount Year Dean 65,000 FY23 Stamrmater 76,000 FY23 Stormwater 460,000 FY29 Stonmeater 810.000 FY23 Btnnuwoter 315.000 FY23 Stormwater Problem Description CREEK EROSION NEAR Y39 AND N40 GENTLE COURT. YARD FLOODING CREEK EROSION AND FLOODING IN YARDS AM) COMMON GROUND. HIGH RISK EROSION TO EIGHT MISCELLANEOUS STRUCTURES. MODERATE RISK STRUCTURAL EROSION AT FOUR HOMES. Task Description Construction Task Conantbon Task Construction Task Construction Task Canalrudkm Teak