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Home My Public Portal AboutProp S Stormwater Identified Projects as of Nov 30 2017Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11546 Erosion MARK WESLEY LN. #463 BANK STABILIZATION (FIS-27) CONSTRUCT 110 FEET OF BANK STABILIZATION. 160000 BANK EROSION POTENTIALLY THREATENING ONE STRUCTURE.Ballwin 11559 Erosion HIGHVIEW DR. - HILLSDALE DR. CHANNEL IMPROVEMENTS CONSTRUCT 200 FEET OF BANK STABILIZATION AND GRADE CONTROL STRUCTURE.689600 BANK EROSION. Ballwin 11562 Local Flooding PENNY LN. #909 STORM SEWER CONSTRUCT 520 FEET OF 42-INCH STORM SEWER.376000 YARD FLOODING.Ballwin 11571 Erosion GREAT HILL DR. - ECHO HILL CT. BANK STABILIZATION CONSTRUCT 1,030 FEET OF BANK STABILIZATION. 1552000 MODERATE RISK STRUCTURAL EROSION. Ballwin 11574 Erosion FISHPOT CREEK - HIGHVIEW DR. BANK STABILIZATION CONSTRUCT 235 LF OF BANK STABILIZATION AND 22 LF STORM SEWER 366400 CREEK EROSION ALONG FISHPOT CREEK. Ballwin 11576 Local Flooding FISHPOT CREEK - RAMSEY LN. PARALLEL CULVERT ADD 2 ADDITIONAL PARALLEL 12' X 8' BOX CULVERTS 451200 AN INADEQUATE CULVERT BENEATH RAMESEY LANE CAUSES OVERTOPPING BY THE 15 YEAR STORM WHICH AFFECTS ONE RESIDENCE. (Ballwin 11579 Local Flooding GEREMMA AND WHITE TREE CHANNEL IMPROVEMENTS CONSTRUCT 1,125 FEET OF CHANNEL IMPROVEMENTS. 1360000 FLOODING FROM THE 10 YEAR STORM EVENT AT 278 GEREMMA DRIVE.Ballwin 12920 Local Flooding STODDARDS MILL #558 STORM IMPROVEMENTS CONSTRUCT 150 FEET OF 12-INCH STORM SEWER AND ONE INLET.88000 YARD AND STRUCTURE FLOODING. Ballwin 11101 Maintenance LEWIS AND CLARK BLVD. #10041 STORM SEWER Construct a reinforced concrete junction chamber to assess the 9' 5" wide by 6' 7" high corrugated metal arch culvert and place approximately 6" of reinforced shotcrete along the bottom of the pipe to prevent further deterioration. 720000 Cave-in at parking lot behind storage facility due to the deteriorating bottom of a 9' 5" wide by 6' 7" high corrugated metal arch culvert. Bellefontaine Neighbors 11453 Erosion ROANOKE STORM IMPROVEMENT CONSTRUCT 1,200 FEET OF 15-INCH TO 24-INCH STORM SEWER.608000 STREET FLOODING AND YARD EROSION Bel-Nor 12712 Local Flooding GLEN ECHO DR STORM SEWER (NORDIC DR TO CLEARVIEW DR) CONSTRUCT 400 FEET OF 15-INCH, AND 200 FEET OF 12- INCH, STORM SEWER.336000 OVERLAND FLOW FLOODING PROPERTIES. Bel-Nor 11184 Local Flooding FROST AVENUE STORM SEWER PHASE II CONSTRUCT 1,310 FEET OF 18-INCH TO 72-INCH STORM SEWER .1456000 YARD FLOODING. Berkeley 11185 Erosion KATHLYN AND LEITH STORM SEWERS CONSTRUCT 120 FEET OF 12-INCH DIAMETER STORM SEWERS . 112000 FLOODING PROBLEMS AT THE INTERSECTION OF KATHLYN AND LEITH DRIVES IN THE CITY OF BERKLEY.Berkeley 11190 Local Flooding MIDWOOD DRIVE STORM SEWER CONSTRUCT 180 FEET OF REINFORCED CONCRETE ARCH CULVERT.384000 UNDERSIZED CULVERT. Berkeley 11178 Local Flooding CENTERBROOK DR. - KENNEWICK DR. STORM SEWER CONSTRUCT 2,010 FEET OF 15-INCH TO 54-INCH RCP STORM SEWER .1376000 YARD FLOODING. Black Jack 11256 Erosion ROLLINGSFORD TO BRISTOL ROCK CREEK BANK STABILIZATION CONSTRUCT 190 FEET OF 4 FOOT HIGH HEAVY STONE REVETMENT.156800 CHANNEL EROSION THREATENING SIX HOMES.Black Jack 11161 Local Flooding WHITEHALL CT - PINE AVE STORM SEWER 485 FEET OF 15INCH RCP STORM SEWER AND 4 STRUCTURES.256000 YARD FLOODING. Brentwood Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11469 Regional Flooding HANLEY INDUSTRIAL COURT AND WEST POINT DRIVE PHASE III (DCBC- 150) BUYOUT OF 25 COMMERCIAL PROPERTIES SUBJECT TO FLOODING. 33280000 FLOODING OF 39 PROPERTIES Brentwood 12765 Local Flooding POWELL AVE AND ANNALEE STORM SEWER IMPROVEMENTS REPLACE 680 FEET OF 30-INCH TO 48-INCH AND 4 FOOT BY 3 FOOT BOX STORM SEWERS.320000 STREET FLOODING. Brentwood 11385 Erosion DOMENICO COURT CHANNEL IMPROVEMENTS (COW-04) CONSTRUCT 1,050 FEET OF ROCK BLOCK WALL WITH HEAVY STONE REVETMENT.1408000 MODERATE RISK EROSION AT TWO STORM SEWER OUTLETS.Bridgeton 11483 Local Flooding ST. CHARLES ROCK ROAD TO MELODY LANE STORM SEWER CONSTRUCT 475 FEET OF 12-INCH TO 6 BY 4 FOOT RCB STORM SEWER.1120000 FREQUENT STRUCTURAL FLOODING FROM OVERLAND FLOW.Bridgeton 11495 Local Flooding COWMIRE CREEK - ENTERPRISE WAY TO PENNRIDGE FLOODPROOFING (COW-02) FLOODPROOF ONE COMMERCIAL PROPERTY. 800000 FLOODING FROM 100 YEAR EVENT AFFECTS ONE COMMERCIAL BUILDING. Bridgeton 11252 Erosion CALVERTON RD. #421 STORM SEWER CONSTRUCT 482 FEET OF 12-INCH TO 15-INCH RCP STORM SEWER .184000 YARD FLOODING AND EROSION. Calverton Park 11273 Local Flooding REASOR DRIVE STORM SEWER CONSTRUCT 500 FEET OF 12-INCH TO 24-INCH STORM SEWER, . 192000 MISCELLANEOUS STRUCTURE FLOODING AT ONE RESIDENCE, AND YARD FLOODING AT TWO RESIDENCES.Calverton Park 11293 Local Flooding BURTON-WALTON STORM SEWER CONSTRUCT 785 FEET OF 15-INCH TO 24-INCH STORM SEWER .336000 BASEMENT FLOODING AT 8657 BURTON Charlack 10719 Erosion OAK CREEK MEADOW CT. BANK STABILIZATION CONSTRUCT 915 FEET OF 15-INCH TO 30-INCH DIAMETER STORM SEWER, 100 FEET OF HEAVY STONE REVETMENT, 205 FEET OF VEGETATED REINFORCED EARTHEN SWALE, AND APPURTENANCES. 1424000 CREEK ERODING GROUND FROM THE SANITARY SEWER. Chesterfield 11022 Erosion RICHLAND DR 1183 BANK STABILIZATION CONSTRUCT 190 FEET OF MODULAR BLOCK WALL, 280 FEET OF COMBINATION SLOPE STABILIZATION, AND REPLACE 138 FEET OF 10-INCH SANITARY SEWER. 795200 Creek erosion. Chesterfield 11405 Erosion BOXFORD - TRAILTOP STORM SEWER CONSTRUCT 455 FEET OF 12-INCH TO 15-INCH STORM SEWER .152000 PROPERTY DAMAGE DUE TO EROSION BETWEEN TWO STORM SYSTEMS.Chesterfield 11410 Erosion GEORGETOWN - WESTERLY STORM SEWER CONSTRUCT 940 FEET OF 12-INCH TO 36-INCH DIAMETER STORM SEWER .352000 CREEK EROSION AND YARD FLOODING. Chesterfield 11415 Erosion AITKEN HILL COURT 14306 STORM SEWER EXTENSION CONSTRUCT 70 FEET OF 36-INCH STORM SEWER , AND 30 FEET OF 15-FOOT HIGH HEAVY STONE REVETMENT ON BOTH CREEK BANKS DOWNSTREAM OF NEW FLARED END SECTION.192000 YARD EROSION. Chesterfield 11444 Erosion APPALACHIAN TRAIL STORM SEWER IMPROVEMENTS CONSTRUCT 1,310 FEET OF 12-INCH TO 36-INCH RCP STORM SEWER , REMOVE TWO STORM STRUCTURES, FILL GULLIES, AND STABILIZE 190 FEET OF BANK.1312000 BANK EROSION AND GULLYING THREATENING THREE HOMES. Chesterfield 11490 Local Flooding STABLESTONE DRIVE #202 STORM SEWER CONSTRUCT APPROXIAMTELY 300 FEET OF 12-INCH STORM SEWER, BERM, .128000 YARD FLOODING. Chesterfield Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11491 Local Flooding DEERHORN DRIVE STORM SEWER CONSTRUCT 480 FEET OF 12-INCH TO 18-INCH STORM SEWER, 230 FEET OF BERM, .192000 YARD FLOODING. Chesterfield 11493 Erosion SYCAMORE MANOR DR. #14848 STORM SEWER STABILIZE BANK WITH 18 FT. HIGH REINFORCED CONCRETE RETAINING WALL.480000 CREEK EROSION THREATENING FENCES ON TWO LOTS ON SYCAMORE MANOR DRIVE.Chesterfield 11560 Local Flooding CORALLIN DRIVE STORM SEWER CONSTRUCT 670 FEET OF 15-INCH TO 21-INCH STORM SEWER.272000 YARD FLOODING. Chesterfield 11629 Erosion FORSHEER CT. #716 STREAMBANK STABILIZATION (CRE-16) CONSTRUCT 320 FEET OF 9-FOOT HIGH ROCK BLOCK RETAINING WALL AND HEAVY STONE REVETMENT. 496000 CREEK EROSION IS THREATENING A SECTION OF MILLSTREAM DR. AND PROPERTIES ON FORSHEER CT. AND MILLSTREAM DR.Chesterfield 11635 Erosion FARM VALLEY DR. - BROADFIELD CT. (CRE-18) BANK STABILIZATION STABILIZE 110 FEET OF THE EAST BANK USING 5 FOOT HIGH BIOSTABILIZATION. 160000 SUBDIVISION DETENTION BASIN AT THE END OF FARM VALLEY DR. IS THREATENED BY EROSION NEAR FARM VALLEY DR. AND BROADFIELD CT.Chesterfield 11001 Local Flooding DAYTONA DRIVE STORM SEWER IMPROVEMENTS CONSTRUCT 550 FEET OF 12-INCH TO 15-INCH STORM SEWERS.251200 Yard flooding. Clayton 11472 Local Flooding BILTMORE DR.AND BEMISTON AVE. STORM SEWER CONSTRUCT 405 FEET OF 15-INCH TO 30-INCH STORM SEWER AND APPURTENANCES.288000 INFREQUENT ROADWAY FLOODING. Clayton 11297 Local Flooding HALEY AVE. 1100 BLOCK PROPERTY BUYOUT BUYOUT OF 10 HOMES. 2656000 INFREQUENT STRUCTURAL FLOODING ON THE EAST SIDE OF THE 1100 BLOCK OF HALEY AVE Cool Valley 10263 Erosion BANYON DR. 1000 BLOCK BANK STABILIZATION (GCKC-170) DESIGN AND CONSTRUCT APPROXIMATELY 690 FEET OF BIOSTABILIZATION ALONG THE BANK OF KIRKWOOD CREEK.432000 STREAM BANK EROSION ALONG KIRKWOOD CREEK. Crestwood 10293 Erosion RECO AVENUE BANK STABILIZATION DESIGN AND CONSTRUCT APPROXIMATELY 595 FEET OF ROCK BLOCK TOE WALL, COMPOSITE REVETMENT, AND HEAVY STONE REVETMENT BANK STABILIZATION. 744000 EROSION ALONG PARKING LOTS AND DRIVEWAYS. Crestwood 11037 Local Flooding RUSDON LANE 8862 STORM SEWER (MC-13) CONSTRUCT 140 FEET OF 18-INCH STORM SEWER. 112000 Yard flooding and ponding. Crestwood 11335 Local Flooding GRANTWAY COURT STORM SEWER CONSTRUCT 210 FEET OF 12-INCH TO 18-INCH STORM SEWER .128000 YARD FLOODING. Crestwood 11336 Local Flooding GREENVIEW DRIVE STORM SEWER CONSTRUCT 1,570 FEET OF 15-INCH TO 30-INCH DIAMETER STORM SEWERS .585600 YARD FLOODING AND EROSION IN THE 9600- 9700 BLOCK OF GREENVIEW DR.Crestwood 11343 Local Flooding TWIN VISTA DRIVE FLOODPROOFING FLOODPROOF BASEMENTS AT 9781 AND 9783 TWIN VISTA DRIVE BY INSTALLING GLASS BLOCK WINDOWS AND 2 FOOT HIGH WALL AROUND BASEMENT WELL. 32000 YARD AND STRUCTURE FLOODING IN THE 9700 BLOCK OF TWIN VISTA DRIVE. Crestwood 11351 Local Flooding TREMONT CIRCLE #8017 STORM SEWER CONSTRUCT 400 FEET OF 12-INCH TO 15-INCH STORM SEWER.168000 INFREQUENT BASEMENT FLOODING. Crestwood 11376 Local Flooding VILLA CREST DRIVE #8718-8722 STORM SEWER (MC-18) CONSTRUCT 255 FEET OF 15-INCH STORM SEWER. 112000 REAR YARD FLOODING. Crestwood Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11381 Local Flooding WATSON E. TO RUSDON STORM IMPROVEMENTS CONSTRUCT 1,160 FEET OF 6X6 RCB, AND 1,020 FEET OF 7X7 RCB.4432000 INADEQUATE EXISTING STORM SYSTEM. Crestwood 11382 Maintenance RUSDON - BARBERTON TO HARWICH STORM SEWER CONSTRUCT 855 FEET OF CONCRETE TRAPEZOIDAL CHANNEL WITH 8 FOOT BOTTOM. 1760000 EXISTING TRAPEZOIDAL CHANNEL IS DETERIORATING AND IS IN NEED OF REPAIR/REPLACEMENT.Crestwood 11633 Local Flooding PARDEE ROAD STORM SEWER (CRESTWOOD GC-5) CONSTRUCT 900 FEET OF 12-INCH TO 30-INCH RCP STORM SEWER AND CURBING. 716800 INADEQUATE ROAD DRAINAGE CAUSING FLOODING ON THE SOUTH SIDE OF PARDEE. Crestwood 10310 Erosion QUAILWAYS DR. #8 CHANNEL IMPROVEMENTS DESIGN AND CONSTRUCT APPROXIMATELY 570 FEET OF BANK STABILIZATION, 30 FEET OF 15-INCH TO 18- INCH DIAMETER STORM SEWER, AND APPURTENANCES.688000 CREEK EROSION ALONG PORTIONS OF MONSANTO-SUNSWEPT BRANCH OF DEER CREEK, BETWEEN MIDDLEBROOK DRIVE AND QUAILWAYS DRIVE.Creve Coeur 11398 Local Flooding CHAMONIX COURT #220 STORM SEWER CONSTRUCT 580 FEET OF 12-INCH STORM SEWER, 450 FEET OF BERM, .216000 YARD FLOODING. Creve Coeur 11563 Erosion LADUE RD. #12759 BANK STABILIZATION CONSTRUCT 190 FEET OF 6 FOOT HIGH MODULAR BLOCK WALL AND 2 GRADE CONTROLS.248000 CREEK EROSION. Creve Coeur 11248 Local Flooding DELLRIDGE AND MALDON LN. STORM SEWER CONSTRUCT 470 FEET OF 12-INCH TO 18-INCH RCP STORM SEWER .184000 YARD FLOODING. Dellwood 11254 Local Flooding CHAMPLIN DR. #1629 STORM SEWER CONSTRUCT 430 FEET OF 15-INCH TO 18-INCH STORM SEWER .168000 REAR YARD FLOODING. Dellwood 10338 Erosion TOPPING LANE #7 & #10 BANK STABILIZATION DESIGN AND CONCSTRUCT APPROXIAMTELY 185 LF OF BANK STABILIZATION AND APPURTENANCES. 320000 CREEK EROSION NEAR AN EXISTING BOX CULVERT BETWEEN 7 AND 10 TOPPING LANE.Des Peres 11164 Local Flooding LAWNWOOD DR. #1442 STORM SEWER CONSTRUCT 320 FEET OF 15-INCH TO 18-INCH STORM SEWER.131200 YARD FLOODING. Des Peres 11167 Local Flooding WINDRIDGE COURT STORM SEWER CONSTRUCT 740 FEET OF 12-INCH TO 21-INCH STORM SEWER.376000 YARD FLOODING. Des Peres 11168 Local Flooding BRIARBROOK TRAIL STORM SEWER CONSTRUCT 485 FEET OF 15-INCH TO 24-INCH STORM SEWER AND APPURTENANCES. 304000 STORM SEWER SYSTEM ALONG BRIARBROOK TRAIL DISCHARGES ONTO PROPERTY CAUSING FLOODING OF DRIVEWAY AND FRONT YARD.Des Peres 11176 Erosion BALLAS RD. - BALWYCK LN. BANK STABILIZATION STABILIZE 270 FEET OF CHANNEL AND CONSTRUCT TWO GRADE CONTROLS.488000 CREEK EROSION. Des Peres 11386 Erosion HUNTERCREEK ROAD #12839 STORM SEWER CONSTRUCT 367 FEET OF 18-INCH TO 36-INCH STORM SEWERS .465600 EROSION THREATENING STRUCTURES. Des Peres 11399 Local Flooding BELLAROSA ESTATES AND OLD DOUGHERTY FERRY RD. STORM IMPROVEMENTS (GRG-34) RAISE THE INTERSECTION OF GREENBRIAR RIDGE DRIVE AND OLD DOUGHERTY FERRY RD. TO ELEVATION 446.5, AND RECONSTRUCT OLD DOUGHERTY FERRY RD. BETWEEN THE WEST CITY LIMITS AND BARRETT STATION RD. FOR EMERGENCY ACCESS.1264000 INFREQUENT OVERTOPPING OF 700 LF OF OLD DOUGHERTY FERRY RD NEAR BELLEROSA DR., AND FREQUENT FLOODING OF A BUSINESS SITE WITH 4 BUILDINGS. Des Peres Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11504 Local Flooding BARBARA ANN LANE STORM SEWER CONSTRUCT 450 FEET OF 12-INCH RCP, TWO INLETS, AND ONE MANHOLE.320000 YARD PONDING AND POOR DRAINAGE. Ellisville 11612 Erosion FIELD AVENUE BANK STABILIZATION (FIS-22) CONSTRUCT 160 FEET OF 6 FOOT HIGH MODULAR BLOCK WALL.176000 EROSION THREATENING ROAD EMBANKMENT.Ellisville 11538 Local Flooding DART LN. #372 STORM SEWER CONSTRUCT 190 FEET OF 12-INCH STORM SEWER. 72000 INADEQUATE STORM SEWER SYSTEM IS CAUSING YARD FLOODING.Fenton 10057 Erosion GEORGIA - SUBURBAN - HARVEY STORM SEWER (MCMB-200) PHASE II CONSTRUCT APPROXIMATELY 605 FEET OF 8-FOOT WIDE BY 4-FOOT HIGH DOUBLE BOX CULVERT AND APPURTENANCES.2304000 FREQUENT FLOODING OF 10 HOMES AND 1 ROADWAY. Ferguson 10384 Erosion MILLMAN DRIVE STORMWATER IMPROVEMENTS DESIGN AND CONSTRUCT APPROXIMATELY 650 FEET OF 48-INCH TO 84-INCH RCP STORM SEWER AND APPURTENANCES.1456000 EROSION ALONG MILLMAN DRIVE DITCH BETWEEN CHAMBERS ROAD AND DARST ROAD.Ferguson 10395 Local Flooding CHURCH STREET STORM IMPROVEMENTS DESIGN AND CONSTRUCT APPROXIMATELY 1,560 FEET OF 12-INCH TO 36-INCH RCP STORM SEWER AND APPURTENANCES 864000 CHRONIC STREET FLOODING AT LOW POINT ON CHURCH STREET. Ferguson 10396 Local Flooding ELIZABETH SO. STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 2,300 FEET OF 18-INCH TO 60-INCH RCP STORM SEWER AND APPURTENANCES 1440000 CHRONIC STREET FLOODING ON CHURCH STREET, YARD FLOODING AND MINOR YARD EROSION ALONG SO. ELIZABETH AVENUE. Ferguson 10397 Local Flooding GERALD & ROBERT STORM IMPROVEMENTS - PHASE II DESIGN AND CONSTRUCT PHASE II OF APPROXIMATELY 1,960 FEET OF 12-INCH TO 36-INCH RCP STORM SEWER AND APPURTENANCES, AND REMOVE AND REPLACE APPROXIMATELY 220 FEET OF SIDEWALK.816000 CHRONIC STREET AND YARD FLOODING AT THE INTERSECTION OF ROBERT AVENUE AND GERALD PLACE. Ferguson 10398 Local Flooding GERALD & ROBERT STORM IMPROVEMENTS - PHASE I DESIGN AND CONSTRUCT PHASE I OF APPROXIMATELY 1,960 FEET OF 12-INCH TO 36-INCH RCP STORM SEWER AND APPURTENANCES, AND REMOVE AND REPLACE APPROXIMATELY 220 FEET OF SIDEWALK. 352000 CHRONIC STREET AND YARD FLOODING AT THE INTERSECTION OF ROBERT AVENUE AND GERALD PLACE. Ferguson 10399 Erosion OLD FERGUSON WEST STORM IMPROVEMENTS DESIGN AND CONSTRUCT APPROXIMATELY 850 FEET OF 42-INCH TO 54-INCH RCP STORM SEWER AND APPURTENANCES 1696000 YARD EROSION AND FLOODING ALONG DITCH BETWEEN MARGUERITE AVENUE AND HARVEY AVENUE.Ferguson 10400 Local Flooding SCOTT & RISDON STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 205 FEET OF 36-INCH RCP STORM SEWER AND APPURTENANCES, AND 320 FEET OF CHANNEL IMPROVEMENTS. 272000 YARD FLOODING AT 139 SCOTT AVENUE. Ferguson 10404 Erosion GEORGIA - SUBURBAN - HARVEY STORM SEWER PHASE III (MCMB-200) CONSTRUCTION OF APPROXIMATELY 1,015 FEET OF 5 X 3 TO 7 X 3 DOUBLE BOX CULVERT, 600 FEET OF 12-INCH TO 27-INCH RCP STORM SEWER, AND APPURTENANCES.2704000 CHANNEL EROSION AND YARD FLOODING. Ferguson 11082 Local Flooding SOUTH DADE STORM SEWER CONSTRUCT 200 FEET OF RCP STORM SEWER.880000 Street and yard flooding.Ferguson Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11118 Erosion SHIREFORD LANE STORM IMPROVEMENT - PHASE II CONSTRUCT 160 FEET OF BANK STABILIZATION. 188800 EROSION OF CREEK AND FLOODING OF REAR YARD.Ferguson 11255 Erosion DELLWOOD CREEK BANK STABILIZATION - WEST FLORISSANT TO HUDSON RD. CONSTRUCT 140 FEET OF 25 FOOT HIGH BIOSTABILIZATION, 360 FEET OF 8 FOOT HIGH BIOSTABILIZATION, AND 140 FEET OF 4 FOOT HIGH ROCK LINING.696000 CHANNEL EROSION THREATENING A PARKING LOT AND HOUSE. Ferguson 11257 Erosion FLORISSANT VALLEY COMMUNITY COLLEGE CREEK BANK STABILIZATION CONSTRUCT 270 FEET OF 14 FOOT HIGH RETAINING WALL NEXT TO ASPHALT PARKING LOT. 492800 EROSION THREATENING PARKING LOT. Ferguson 11271 Regional Flooding BALL BRANCH CREEK PROPERTY BUYOUT (MCBC-140) PROPERTY BUYOUT AND REMOVAL OF STRUCTURES. 17520000 FREQUENT FLOODING OF 3 APARTMENT BUILDINGS, 24 HOUSES, AND 1 COMMERCIAL BUILDING FROM BALL CREEK. Ferguson 11272 Local Flooding GERALD PLACE STORM SEWER CONSTRUCT 980 FEET OF 12-INCH TO 30-INCH STORM SEWER , AND BERM.416000 YARD FLOODING OF THREE RESIDENCES. Ferguson 11275 Erosion WEST FLORISSANT #9315 BANK STABILIZATION CONSTRUCT 428 FEET OF 16 FOOT HIGH BIOSTABILIZATION.652800 PARKING LOT THREATENED BY EROSION. Ferguson 11284 Erosion PAUL DR. #472 CHANNEL IMPROVEMENTS (MCMB-325) CONSTRUCT 427 LF OF 14 FT HIGH BIOSTABILIZATION. 606400 EROSION ALONG MALINE CREEK IS THREATENING AN ASPHALT PARKING LOT.Ferguson 11286 Local Flooding BALLMAN DRIVE 300 BLOCK STORM SEWER CONSTRUCT 490 FEET OF 24-INCH RCP STORM SEWER .208000 YARD FLOODING BETWEEN MILLMAN DRIVE AND BALLMAN DRIVE.Ferguson 11287 Local Flooding THOROUGHMAN AND CLAY AVE. STORM SEWER CONSTRUCT 1,000 FEET OF 12-INCH TO 27-INCH RCP STORM SEWER .424000 BASEMENT AND YARD FLOODING ALONG CLAY AND THOROUGHMAN.Ferguson 11288 Local Flooding OLIVER DR. AND S. FLORISSANT RD. STORM SEWER CONSTRUCT 490 FEET OF 12-INCH TO 18-INCH RCP STORM SEWER .264000 STREET FLOODING. Ferguson 11291 Erosion FERGUSON BRANCH STREAMBANK STABILIZATION - CHURCH TO DARST CONSTRUCT 740 FEET OF 12-FOOT TALL MODULAR BLOCK RETAINING WALL AND APPURTENANCES 2000000 CREEK EROSION THREATENING STRUCTURES.Ferguson 11292 Erosion MALINE CREEK BANK STABILIZATION - ST. LOUIS PLACE TO FLORISSANT RD. CONSTRUCT 870 FEET OF 14 FOOT HIGH MODULAR BLOCK WALL AND 1,020 FEET OF 14 FOOT HIGH BIOSTABILIZATION.3056000 EROSION ALONG MALINE CREEK DOWNSTREAM OF THE BRIDGE AT SOUTH FLORISSANT ROAD.Ferguson 11294 Erosion TIFFIN AVE. TO WESLEY AVE. STORM IMPROVEMENTS CONSTRUCT 215 FEET OF 36-INCH RCP STORM SEWER .128000 YARD EROSION. Ferguson 11296 Local Flooding NEWELL AND NOAH DRIVE STORM SEWER CONSTRUCT 285 FEET OF 15-INCH TO 18-INCH STORM SEWER .144000 YARD AND STREET FLOODING. Ferguson 11298 Regional Flooding MALINE CREEK-SUBURBAN-WIEGEL PROPERTY BUYOUTS (MCMB-210) PROPERTY BUYOUT IN AREA OF FLOODING. 10984000 FLOODING OF 63 STRUCTURES. Ferguson 10126 Erosion PADDOCK TO WATERFORD STORM CHANNEL CONSTRUCTION OF APPROXIMATELY 2,500 FEET OF CHANNEL IMPROVEMENTS CONSISTING OF ROCK BLANKET AND COMPOSITE REVETMENT FROM PADDOCK TO WATERFORD, PARALLEL TO NORTH WATERFORD.6976000 CREEK AND CHANNEL EROSION TO REAR YARDS. Florissant Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 10249 Local Flooding ELWOOD AND CHARBONIER STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 820 FEET OF 15-INCH TO 21-INCH DIAMETER STORM SEWER AND APPURTENANCES.240000 YARD FLOODING IN THE REAR YARDS OF SEVERAL HOMES ON THE WEST SIDE OF ELWOOD DRIVE.Florissant 11180 Local Flooding ST. GEORGE CT.STORM SEWER CONSTRUCT 2,255 FEET OF 12-INCH TO 36-INCH STORM SEWER.1616000 BASEMENT AND YARD FLOODING. Florissant 11181 Local Flooding HAZELVALLEY - KOSTKA STORM IMPROVEMENTS (CC-059) CONSTRUCT 2,300 FEET OF 54-INCH TO 66-INCH STORM SEWERS , AND CLEAR AND DEEPEN 1,500 FEET OF EXISTING CHANNEL.3200000 YARD FLOODING. Florissant 11325 Local Flooding NORTH NEW FLORISSANT - FOX RUN STORM SEWER CONSTRUCT 1230 FEET OF 12-INCH TO 36-INCH STORM SEWER .688000 BACKYARD FLOODING AT SIX RESIDENCES. Florissant 12745 Local Flooding N WATERFORD 2735 STORM IMPROVEMENTS CONSTRUCT 210 FEET OF 18-INCH TO 24-INCH STORM SEWER.120000 YARD FLOODING. Florissant 12781 Erosion N.NEW FLORISSANT RD. #2100 BANK STABILIZATION CONSTRUCT 210 FEET OF 19 FOOT HIGH STONE REVETMENT BANK STABILIZATION.480000 CREEK BANK EROSION THREATENING BUILDING, YARD, AND PARKING LOT.Florissant 10304 Erosion OAK GATE CHANNEL IMPROVEMENTS DESIGN AND CONSTRUCT APPROXIMATELY 935 FEET OF BANK STABILIZATION.1168000 CREEK EROSION. Frontenac 11019 Local Flooding HICKORY LANE STORM IMPROVEMENTS (FRONTENAC 1-2) CONSTRUCT 1320 FEET OF 12-INCH TO 36-INCH STORM SEWER, THREE RAINGARDENS, AND 250 FEET OF BIOSWALE.740800 Yard flooding. Frontenac 11021 Local Flooding CLAYTON ROAD 11319 TO 11440 STORM IMPROVEMENTS (FRONTENAC 6-2) CONSTRUCT 1360 FEET OF 15-INCH TO 30-INCH STORM SEWER, TWO RAINGARDENS, TWO BERMS AND 200 FEET OF BIOSWALE.632000 Yard flooding. Frontenac 11025 Local Flooding CHIPPER RD TO FRONTENAC WOODS STORM IMPROVEMENTS (FRONTENAC 4-1) CONSTRUCT 970 FEET OF 12-INCH TO 18-INCH STORM SEWER, 2 RAINGARDENS, AND 50 FEET OF BIOSWALE. 398400 Yard flooding. Frontenac 11034 Local Flooding OUTER LADE AND CHIPPER STORM SEWER CONSTRUCT 1070 FEET OF 12-INCH TO 30-INCH STORM SEWER AND 5 RAIN GARDENS.720000 Overland flooding of two commerical buildings Frontenac 11038 Local Flooding N GEYER ROAD 2709 STORM IMPROVEMENTS (FRONTENAC 3-1) CONSTRUCT 890 FEET OF 12-INCH TO 18-INCH STORM SEWER, AND 150 FEET OF BIOSWALE.358400 Yard flooding. Frontenac 11040 Local Flooding WYNCLIFF LN - FOREST AIRE DR STORM SEWER (FRONTENAC 1-3) CONSTRUCT 840 FEET OF 12-INCH TO 21-INCH STORM SEWER, 50 FEET OF BIOSWALE, AND BERM.328000 Infrequent non-floodplain structural flooding. Frontenac 11169 Local Flooding COUNTRYSIDE LANE - PORTLAND DRIVE STORM SEWER CONSTRUCT 1,288 FEET OF 12-INCH TO 36-INCH STORM SEWER, 100 FEET BIOSWALE, 5 RAINGARDENS, AND 97 FEET OF BOX CULVERT.865600 STRUCTURE FLOODING FROM OVERLAND FLOW. Frontenac 11172 Local Flooding GEYER LN. - HERMITAGE HILLS STORM SEWER CONSTRUCT 1,415 FEET OF 12-INCH TO 48-INCH STORM SEWER, 3X4 RCB, AND THREE RAIN GARDENS. 1081600 FREQUENT STRUCTURAL FLOODING FROM OVERLAND FLOW. Frontenac 11225 Local Flooding GEYER RD. N #2535 STORM IMPROVEMENTS CONSTRUCT 1,065 FEET OF 24-INCH TO 42-INCH RCP STORM SEWER.568000 FREQUENT STRUCTURAL FLOODING FROM OVERLAND FLOW.Frontenac Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11226 Local Flooding FIRETHORN DR #2050 STORM IMPROVEMENTS CONSTRUCT 810 FEET OF 12-INCH TO 21-INCH STORM SEWER, ONE BIORETENTION CELL, AND APPURTENANCES.464000 GARAGE FLOODING, YARD FLOODING, AND EROSION. Frontenac 11227 Erosion FOX RIDGE ROAD STORM IMPROVEMENTS CONSTRUCT 285 FEET OF STORM SEWER, 540 FEET OF BANK STABILIZATION, AND 195 FEET OF MODULAR BLOCK WALL.800000 MODERATE RISK STRUCTURAL EROSION. Frontenac 11232 Local Flooding DWYER AVE. - ARTHUR PL. STORM SEWER (FRONTENAC 7-4) CONSTRUCT 1,070 FEET OF 12-INCH TO 18-INCH STORM SEWER.403200 YARD FLOODING. Frontenac 11233 Local Flooding VOUGA LN. TO BLUESPRING LN. STORM IMPROVEMENTS (FRONTENAC 7-2) CONSTRUCT 1,150 FEET OF 12-INCH TO 30-INCH STORM SEWER, BIOSWALE AND RAIN GARDEN. 528000 FLOODING OF MISCELLANEOUS STRUCTURES FROM OVERLAND FLOW. Frontenac 11235 Local Flooding LAUREL OAK DR. #709 STORM IMPROVEMENTS (FRONTENAC 7-2) CONSTRUCT 655 FEET OF 12-INCH TO 27-INCH STORM SEWER, AND RAIN GARDEN.310400 YARD FLOODING AND EROSION. Frontenac 11236 Local Flooding SAVANNAH PL. - ANZEIGER AVE.STORM IMPROVEMENTS (FRONTENAC 7-4) CONSTRUCT 805 FEET OF 12-INCH TO 15-INCH STORM SEWER, BERM, AND RAIN GARDEN. 507200 INFREQUENT STRUCTURAL FLOODING, AND YARD EROSION. Frontenac 11238 Local Flooding HUNTLEIGH DOWNS STORM IMPROVEMENTS (FRONTENAC 4-3B) CONSTRUCT 1,430 FEET OF 12-INCH TO 24-INCH STORM SEWER, BIOSWALE AND RAIN GARDENS.665600 YARD FLOODING. Frontenac 11244 Local Flooding FRONTENAC ESTATES STORM IMPROVEMENTS (FRONTENAC 6-3) CONSTRUCT 1,835 FEET OF 12-INCH TO 27-INCH STORM SEWER, AND RAINGARDENS.876800 GARAGE FLOODING. Frontenac 11523 Local Flooding GEYER WOOD LN. AND N. GEYER RD. STORM IMPROVEMENTS (FRONTENAC 2-2) CONSTRUCT 1,545 FEET OF 12-INCH TO 30-INCH STORM SEWERS AND 2 RAIN GARDENS. 1040000 FREQUENT STRUCTURAL FLOODING FROM OVERLAND FLOW (NON-FLOODPLAIN). Frontenac 11524 Local Flooding DEVONDALE TO HOLIDAY STORM IMPROVEMENTS (FRONTENAC 5-2) CONSTRUCT 800 FEET OF 12-INCH TO 27-INCH STORM SEWERS, AND RAINGARDENS.352000 YARD FLOODING. Frontenac 11462 Local Flooding ST. ANDREWS PLACE AND ST. MARYS LANE STORM SEWER CONSTRUCT 1,390 FEET OF 12-INCH TO 27-INCH STORM SEWERS .595200 BASEMENT, STREET, AND YARD FLOODING. Glen Echo Park 10587 Local Flooding EAST ESSEX AVE. #802 - #804 STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 580 FEET OF 12-INCH TO 24-INCH STORM SEWER AND APPURTENANCES.336000 STORMWATER FLOODING AND PONDING. Glendale 11175 Local Flooding NANCY CAROL LANE STORM SEWER CONSTRUCT 1,140 FEET OF 15-INCH TO 42-INCH STORM SEWER AND 6-FOOT BY 4-FOOT BOX CULVERT AND APPURTENANCES.1160000 BASEMENT FLOODING. Glendale 11229 Local Flooding BERRY PARK DR. STORM SEWER CONSTRUCT 790 FEET OF 12-INCH TO 21-INCH RCP STORM SEWER.336000 YARD PONDING. Glendale 11353 Local Flooding PARAGON CIRCLE #8804 STORM SEWER REPLACE 350 FEET OF EXISTING 24-INCH SEWER WITH 36-INCH SEWER.192000 BACKYARD FLOODING DUE TO UNDERSIZED STORM SEWER.Grantwood Village 11384 Local Flooding VICKSBURG AND ZINZER STORM SEWER CONSTRUCT 1,000 FEET OF 21-INCH TO 30-INCH RCP STORM SEWER .560000 YARD FLOODING. Grantwood Village 11357 Erosion NITSCH LANE #9821 STORM SEWER CONSTRUCT 300 FEET OF 21-INCH STORM SEWER.120000 EROSION.Green Park Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11063 Local Flooding HILLSDALE DR #7501 STORM SEWER CONSTRUCT 505 FEET OF 15-INCH to 30-INCH STORM SEWER.360000 Basement and yard flooding. Greendale 11463 Local Flooding HILLSDALE DRIVE TO MARILLAC DRIVE STORM SEWER CONSTRUCT 1,050 FEET OF 15-INCH TO 27-INCH RCP STORM SEWER .592000 INADEQUATE ROAD DRAINAGE AND YARD FLOODING.Greendale 11484 Regional Flooding COW-22 VILLE ROSA FLOODPROOFING (SSMIP) FLOODPROOF 3 RESIDENTIAL PROPERTIES. 24000 100 YEAR FLOODING AT THREE RESIDENTIAL PROPERTIES AND ONE ROADWAY. Hazelwood 11801 Local Flooding PALM DRIVE STORM SEWER CONSTRUCT 820 FEET OF 36-INCH TO 42-INCH STORM SEWER.672000 STREET PONDING AT LOW ELEVATION INLETS DURING SIGNIFICANT RAIN EVENTS.Hazelwood 11889 Erosion LAUREL BLUFFS BANK STABILIZATION CONSTRUCT 240 FEET OF BANK STABILIZATION. 720000 CREEK BANK EROSION IN COMMON GROUND APPROACHING HOUSES.Hazelwood 11279 Regional Flooding JANNETTE DR. AND NEMNICH RD. PROPERTY BUYOUT BUYOUT 15 HOMES PRONE TO FREQUENT FLOODING. 3808000 FREQUENT FLOODING OF 15 HOMES. Jennings 11502 Local Flooding SUNDOWN DRIVE STORM SEWER CONSTRUCT 570 FEET OF 12-INCH TO 18-INCH RCP STORM SEWER .264000 YARD FLOODING. Jennings 10004 Local Flooding LOCKETT LN. 1200 BLOCK STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 725 FEET OF 12-INCH TO 21-INCH DIAMETER RCP STORM SEWERS AND APPURTENANCES.364800 YARD FLOODING IN THE AREA OF LOCKETT LANE. Kirkwood 10172 Local Flooding GRAND & HARRISON STORM IMPROVEMENTS CONSTRUCT 40 FEET OF TRIPLE 6 X 3 BOX CULVERT, 90 FEET OF 96-INCH RCP STORM SEWER, AND 145 FEET OF 10 FOOT WIDE ROCK LINED TRAPEZOIDAL CHANNEL.2560000 FLOODING OF RESIDENTIAL AND COMMERCIAL PROPERTIES AND STREET FLOODING. Kirkwood 10179 Local Flooding TAYLOR & ARGONNE STORM SEWER (GCKC-120) DESIGN AND CONSTRUCT APPROXIMATELY 765 FEET OF 15-INCH TO 30-INCH DIAMETER STORM SEWER AND APPURTENANCES. 736000 INADEQUATE STORM SEWERS CAUSE FLOODING DURING THE 15 AND 100 YEAR EVENTS. IMPACTS TWO COMMERCIAL BUILDINGS AND CAUSES TRAFFIC OBSTRUCTIONS Kirkwood 10265 Local Flooding ROSE HILL & ROLLINGWOOD STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 1.715 FEET OF 12-INCH TO 42-INCH DIAMETER RCP STORM SEWERS AND APPURTENANCES. 758400 YARD FLOODING IN THE REAR YARDS OF HOMES IN THE 400 BLOCKS OF WEST ROSE HILL AVENUE AND ROLLINGWOOD LANE. Kirkwood 10281 Local Flooding WEST ESSEX & GOETHE STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 970 FEET OF 12-INCH TO 48-INCH STORM SEWER AND A 6 FOOT BY 3 FOOT BOX CULVERT.2144000 DAMAGE TO PROPERTY DUE TO STREET, YARD AND STRUCTURE FLOODING. Kirkwood 10478 Local Flooding BIG BEND #10929 CULVERT REPLACEMENT (GCKC-150) REPLACE EXISTING CULVERT UNDER BIG BEND AND RAILROAD CULVERT WITH AN 3' HIGH X 9' WIDE BOX CULVERT. 958400 INADEQUATE CULVERT UNDER BIG BEND ROAD CAUSES BASEMENT FLOODING AT THREE HOMES ALONG DANWORTH AND BIG BEND DURING 15 AND 100 YEAR EVENTS. Kirkwood 10872 Local Flooding NORTH GEYER & VILLA GARDEN STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 165 FEET OF 12 INCH DIAMETER STORM SEWER AND APPURTENANCES.56000 YARD PONDING. Kirkwood Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11192 Local Flooding GEYER RD. N. 1100-1300 BLOCK STORM SEWERS CONSTRUCT 2,700 FEET OF 12-INCH TO 30-INCH STORM SEWERS.1168000 YARD FLOODING. Kirkwood 11194 Local Flooding WOODLAWN - PAR - JULIAN - QUON STORM SEWER CONSTRUCT 1,300 FEET OF 12-INCH TO 27-INCH RCP STORM SEWER.912000 INADEQUATE ROAD DRAINAGE CAUSING STREET FLOODING.Kirkwood 11197 Local Flooding SUNSET CT. - KIRKWOOD RD. STORM SEWER CONSTRUCT 880 FEET OF 12-INCH TO 18-INCH STORM SEWER.368000 YARD FLOODING AND PONDING. Kirkwood 11242 Local Flooding HARRISON AVE. - PEEKE TO WILSON STORM SEWER CONSTRUCT 1,890 FEET OF 12-INCH TO 42-INCH RCP STORM SEWER.1696000 STREET FLOODING. Kirkwood 11261 Local Flooding BODLEY STORM SEWER CONSTRUCT 770 FEET OF 15-INCH TO 36-INCH STORM SEWER, AND 400 FEET OF 3 X 3 CULVERT.928000 YARD FLOODING AND EROSION. Kirkwood 11264 Local Flooding ESSEX AVE. - BODLEY AVE. - KIRKWOOD RD. STORM SEWER CONSTRUCT 1,280 FEET OF 12-INCH TO 24-INCH RCP STORM SEWER.912000 YARD FLOODING. Kirkwood 11300 Local Flooding HARRISON AVE. S. 300 BLOCK STORM IMPROVEMENTS CONSTRUCT 525 FEET OF 12-INCH STORM SEWER, AND THREE RAINGARDENS.288000 YARD, STREET, AND PATIO/DRIVEWAY FLOODING AND PONDING.Kirkwood 11301 Local Flooding ESSEX - GEYER - WEST ESSEX STORM SEWER CONSTRUCT 5,046 FEET OF 12-INCH TO 5X3 CULVERT STORM SEWERS.3275200 DAMAGE TO PROPERTY DUE TO FLOODING. Kirkwood 11302 Local Flooding WASHINGTON AVE. #329 STORM SEWER CONSTRUCT 480 FEET OF 12-INCH TO 24-INCH STORM SEWER.217600 YARD PONDING. Kirkwood 11326 Local Flooding ORCHARD LN. #31 STORM IMPROVEMENTS CONSTRUCT 340 SQUARE YARDS OF VEGETATED REINFORCED EARTHEN SWALE AND 85 FEET OF 21- INCH RCP STORM SEWER .152000 YARD FLOODING AND EROSION, FLOODING OF OUT BUILDING. Kirkwood 11327 Local Flooding IRIS LANE STORM SEWER CONSTRUCT 340 FEET OF 12-INCH STORM SEWER , AND 325 FEET OF CONCRETE CURB AND GUTTER.280000 FLOODING FROM INADEQUATE ROAD DRAINAGE.Kirkwood 11328 Regional Flooding WEST ADAMS #1630 AND #1636 STORM IMPROVEMENTS (GRG-42) BUY-OUT OF TWO HOMES ALONG SUGAR CREEK. 2400000 INFREQUENT FLOODING OF 2 HOMES AT 1630 AND 1635 W. ADAMS RD BY 2 YEAR STORM. PART OF STRUCTURE IS BUILT IN CREEK BED. STA C.11425 TO C.12415.Kirkwood 11329 Local Flooding FRIEDA AVE AND DULEY AVE. STORM SEWER CONSTRUCT 685 FEET OF 12-INCH TO 18-INCH RCP STORM SEWER AND APPURENTANCES.368000 STREET AND YARD FLOODING FROM INADEQUATE ROADWAY DRAINAGE.Kirkwood 11330 Erosion GRANDVIEW DR. #1309 STORM SEWER CONSTRUCT 115 FEET OF 15-INCH STORM SEWER , ROCK BLANKET AND BIOSTABILIZED SLOPE.224000 YARD EROSION. Kirkwood 11332 Local Flooding CULLODEN ROAD #819 - 827 STORM SEWER CONSTRUCT APPROXMATELY 485 FEET OF 12-INCH STORM SEWER .158400 YARD FLOODING. Kirkwood 11371 Local Flooding ORCHARD WAY - GEYER RD. STORM SEWER CONSTRUCT 955 FEET OF 12-INCH TO 24-INCH RCP STORM SEWER.408000 YARD FLOODING. Kirkwood 11372 Local Flooding JEWEL AVENUE AND KIRKWOOD ROAD STORM SEWER CONSTRUCT 1,150 FEET OF 12-INCH TO 36-INCH STORM SEWER.1056000 YARD AND BASEMENT FLOODING. Kirkwood 11373 Local Flooding JEFFERSON - DICKSON - ARGONNE STORM SEWER CONSTRUCT 2,650 FEET OF 12-INCH TO 54-INCH STORM SEWER.2256000 BUILDING FLOODING DUE TO INAEQUATE ROADWAY DRAINAGE.Kirkwood 11377 Local Flooding BODLEY - WESTRICK STORM IMPROVEMENTS CONSTRUCT 660 FEET OF 12-INCH TO 24-INCH STORM SEWER, AND RAIN GARDENS.416000 FREQUENT YARD AND STRUCTURAL FLOODING.Kirkwood Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11378 Local Flooding HOLMES - ELLIOT - LEFFINGWELL STORM SEWER CONSTRUCT 2,090 FEET OF 12-INCH TO 48-INCH RCP STORM SEWER.2432000 INFREQUENT STRUCTURAL FLOODING FROM OVERLAND FLOW.Kirkwood 11380 Local Flooding SOUTH CLAY AVE. 500 BLOCK STORM SEWER CONSTRUCT 310 FEET OF 24-INCH STORM SEWER. 208000 YARD FLOODING. Kirkwood 12655 Local Flooding BIG BEND 10014 STORM IMPROVEMENTS CONSTRUCT 990 FEET OF 12-INCH TO 30-INCH STORM SEWER.976000 UNDERSIZED STORM SYSTEM LEADING TO OVERLAND FLOODING.Kirkwood 12744 Local Flooding LEFFINGWELL - E. ELLIOTT - E. CLINTON STORM IMPROVEMENTS CONSTRUCT 1,730 FEET OF 18-INCH TO 30-INCH STORM SEWER.1040000 ROADWAY FLOODING AT LEFFINGWELL NEAR CLARK.Kirkwood 12898 Local Flooding DICKSON #615 STORM SEWER CONSTRUCT 155 FEET OF 12-INCH STORM SEWER, NEW INLET AND MANHOLE.48000 YARD FLOODING. Kirkwood 10205 Erosion BLACK CREEK #12 CONSTRUCT APROXIMATELY 110 FEET OF 8' HIGH RETAINING WALL AND A SOIL CONFINEMENT SYSTEM AT SELECTED LOCATIONS.168000 EROSION ALONG BLACK CREEK NEAR #12 BLACK CREEK. Ladue 10258 Local Flooding TIRRILL FARMS STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 970 FEET OF 12-INCH TO 27-INCH STORM SEWER AND APPURTENANCES.336000 YARD FLOODING AND EROSION. Ladue 10358 Local Flooding CLERMONT LANE STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 970 FEET OF 6-INCH PVC TO 12-INCH STORM SEWER AND APPURTENANCES, AND DISCONNECT DRAIN LINES FROM SANITARY SYSTEM.368000 PROPERTY DOWNSPOUTS AND DRAINS IMPROPERLY CONNECTED TO SANITARY SEWER SYSTEM. Ladue 11088 Regional Flooding CONWAY LANE - CONWAY ROAD BRIDGE AND CHANNEL IMPROVEMENTS REMOVE AND REPLACE BRIDGE STRUCTURE, CONSTRUCT 320 FEET OF BANK STABILIZATION, AND 480 FEET OF MODULAR BLOCK WALL.1256000 Frequent structure and road flooding, and erosion. Ladue 11163 Local Flooding GODWIN - LADUE CREST STORM SEWER CONSTRUCT 910 FEET OF 42-INCH TO 48-INCH STORM SEWER.648000 YARD FLOODING. Ladue 11165 Regional Flooding FOXBORO RD. FLOOD MITIGATION BUYOUT 9 HOMES AND REMOVE FROM FLOODING ZONE.10120000 FREQENT FLOODING OF 9 HOMES ON FOXBORO RD.Ladue 11166 Local Flooding CONWAY RD. #10134 STORM SEWER CONSTRUCT 560 FEET OF 12-INCH TO 18-INCH STORM SEWER.224000 YARD FLOODING. Ladue 11173 Local Flooding CELLA ROAD STORM SEWER CONSTRUCT 950 FEET OF 6 FOOT BY 4 FOOT BOX CULVERT.1824000 INFREQUENT BASEMENT FLOODING. Ladue 11199 Local Flooding KORTWRIGHT AND OLD WARSON STORM IMPROVEMENT CONSTRUCT 470 FEET OF 15-INCH TO 24-INCH DIAMETER STORM SEWER AND APPRUTENANCES.576000 YARDS ARE FLOODING DUE TO INADEQUATE SINKHOLES.Ladue 11201 Local Flooding BABLER LANE TO WINDING RIDGE STORM SEWERS CONSTRUCT 1,485 FEET OF 15-INCH TO 54-INCH RCP AND 515 FEET OF 72-INCH BY 36-INCH RCB STORM SEWER , AND 600 FEET OF 8-INCH SANITARY SEWERS . 2400000 STREET AND YARD FLOODING. Ladue 11210 Erosion WATCH HILL RD. #5 BANK STABILIZATION CONSTRUCT 50 FEET OF REINFORCED CONCRETE WALL AND 50 FEET OF HEAVY STONE REVETMENT ALONG EAST BANK AND CHANNEL BOTTOM.248000 MODERATE RISK ROADWAY EROSION. Ladue Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11221 Local Flooding WAKEFIELD - DEERFIELD SINKHOLE RELIEF SEWER CONSTRUCT 5,230 FEET OF 15-INCH TO 72-INCH STORM SEWER.7040000 YARD FLOODING AS SINKHOLE RETAINS WATER.Ladue 11246 Local Flooding LOG CABIN DR. STORM SEWER CONSTRUCT 1460 LF OF 18' TO 36' RCP 912000 YARD AND STREET FLOODING DUE TO INADEQUATE/NON-EXISTANT STORM SEWER SYSTEM.Ladue 11467 Local Flooding PRADO STORM SEWER IMPROVEMENTS REPLACE THE EXISTING 36-INCH TO 66-INCH DIAMETER STORM SEWER WITH 1,330 FEET OF 72-INCH STORM SEWER AND 1,210 FEET OF 5 X 3 TO 10 X 4 REINFORCED CONCRETE BOX CULVERT , AND 310 FEET OF 12-INCH TO 15-INCH SEWER.7120000 BASEMENT AND YARD FLOODING DUE TO UNDERSIZED STORM SEWER TRUNK LINE. Ladue 11848 Erosion BRIARWOOD DRIVE STREAMBANK STABILIZATION CONSTRUCT 52 FOOT LONG, 7 FOOT HIGH MODULAR BLOCK WALL WITH HEAVY STONE REVETMENT.288000 STREAMBANK EROSION THREATENING RESIDENTIAL ROAD.Ladue 12703 Local Flooding DANIEL ROAD STORM SEWER RELIEF CONSTRUCT 855 FEET OF 12-INCH TO 27-INCH RCP STORM SEWER.896000 PROPERTY AND ROADWAY FLOODING. Ladue 12751 Erosion ROBIN HILL CT BANK STABILIZATION CONSTRUCT 485 FEET OF 6-FOOT HIGH VEGETATED MODULAR BLOCK RETAINING WALL.816000 STREAMBANK EROSION AND FAILING RETAINING WALL.Ladue 12939 Local Flooding SOUTH TEALBROOK DRIVE STORM SEWER (LADUE 1605) CONSTRUCT 525 FEET OF 12-INCH TO 18-INCH STORM SEWER.672000 STRUCTURE AND YARD FLOODING. Ladue 12940 Local Flooding CLERBROOK LANE STORM SEWER (LADUE 1608.03) CONSTRUCT 270 FEET OF 18-INCH STORM SEWER. 320000 STREET AND YARD FLOODING. Ladue 12941 Erosion LARKDALE - ROBINDALE STREAMBANK STABILIZATION (LADUE 1622) CONSTRUCT 1,450 FEET OF STREAMBANK STABILIZATION PROTECTION, INCLUDING MODULAR BLOCK WALL AND BIOSTABILIZATION.1744000 STREAMBANK EROSION THREATENING STRUCTURES. Ladue 12948 Local Flooding LITZSINGER LANE - TILLES PARK STORM SEWER (LADUE 1601.02) CONSTRUCT 4,380 FEET OF 12-INCH TO 48-INCH STORM SEWER.6400000 STRUCTURE FLOODING DUE TO INADEQUATE SINKHOLES.Ladue 12949 Local Flooding CONWAY LANE STORM SEWER (LADUE 1604.03) CONSTRUCT 1,220 FEET OF 12-INCH TO 24-INCH STORM SEWER.2400001.6 YARD FLOODING AND EROSION. Ladue 12950 Local Flooding CLERMONT LANE WEST STORM SEWER (LADUE 1608.01A) CONSTRUCT 1,470 FEET OF 12-INCH TO 48-INCH STORM SEWER.2112000 ROAD FLOODING, YARD FLOODING, AND EROSION.Ladue 12951 Local Flooding CLERMONT - DOGWOOD STORM SEWER REPLACEMENT (LADUE 1608.02A) CONSTRUCT 1,550 FEET OF 12-INCH TO 36-INCH STORM SEWER. 2160000 INADEQUATE STORM SEWER SYSTEM CAUSING STREET AND YARD FLOODING, AND EROSION.Ladue 12952 Local Flooding WINWOOD DRIVE STORM SEWER (LADUE 1611.02) CONSTRUCT 1,900 FEET OF 18-INCH TO 30-INCH STORM SEWER.1776000 STREET FLOODING. Ladue 12953 Local Flooding UPPER LADUE #37 STORM SEWER (LADUE 1612B) CONSTRUCT 1,100 FEET OF 18-INCH TO 72-INCH STORM SEWER.1952000 OVERLAND FLOW CAUSING STRUCTURE FLOODING AND YARD EROSION.Ladue 12954 Local Flooding PRADO #4 STORM SEWER (LADUE 1613.03) CONSTRUCT 360 FEET OF 18-INCH TO 24-INCH STORM SEWER, AFTER COMPLETION OF PROJECT 11467. 408000 YARD FLOODING AND EROSION. Ladue 12955 Local Flooding BRIARCLIFF NORTH STORM SEWER IMPROVEMENTS (LADUE 1615.03) CONSTRUCT 1,860 FEET OF 12-INCH TO 72-INCH STORM SEWER AND 800 FEET OF STREAMBANK BIOSTABILIZATION.5280000 STRUCTURAL FLOODING FROM OVERLAND FLOW. Ladue Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 12956 Local Flooding BRIARCLIFF #27 STORM SEWER (LADUE 1615.04) CONSTRUCT 885 FEET OF 24-INCH TO 72-INCH STORM SEWER.1872000 STRUCTURE, STREET, AND YARD FLOODING, AND EROSION.Ladue 12957 Local Flooding BRIARCLIFF #19 STORM SEWER REPLACEMENT (LADUE 1615.05) CONSTRUCT 1,220 FEET OF 18-INCH TO 48-INCH STORM SEWER.1648000 INADEQUATE STORM SEWER SYSTEM CAUSING FLOODING AND EROSION.Ladue 12958 Local Flooding LOUWEN DRIVE #825 STORM SEWER (LADUE 1616.03) CONSTRUCT 400 FEET OF 12-INCH TO 18-INCH STORM SEWER.353600 YARD FLOODING AND EROSION. Ladue 12960 Erosion BRIARCLIFF TO LADUE STREAMBANK STABILIZATION (LADUE 1615.01) CONSTRUCT 4,000 FEET OF STREAMBANK PROTECTION INCLUDING BIOSTABILIZATION AND MODULAR BLOCK WALL.4672000 STREAMBANK EROSION THREATENING STRUCTURES. Ladue 12961 Erosion CLAYTON ROAD STREAMBANK STABILIZATION (LADUE 1623) CONSTRUCT 4,200 FEET OF STREAMBANK PROTECTION INCLUDING BIOSTABILIZATION AND MODULAR BLOCK WALL.7488000 STREAMBANK EROSION THREATENING ROAD. Ladue 12962 Erosion PEBBLE CREEK ROAD STREAMBANK STABILIZATION (LADUE 1624) CONSTRUCT 2,000 FEET OF STREAMBANK PROTECTION INCLUDING BIOSTABILIZATION AND MODULAR BLOCK WALL.2656000 STREAMBANK EROSION THREATENING STRUCTURES. Ladue 12963 Erosion GLENVIEW ROAD STREAMBANK STABILIZATION (LADUE 1625.05) CONSTRUCT 2,660 FEET OF STREAMBANK PROTECTION INCLUDING BIOSTABILIZATION AND MODULAR BLOCK WALL.2120000 STREAMBANK EROSION THREATENING STRUCTURES. Ladue 12964 Erosion MAGNOLIA - LOG CABIN - GLEN CREEK STREAMBANK STABILIZATION (LADUE 1629) CONSTRUCT 5,630 FEET OF STREAMBANK PROTECTION INCLUDING BIOSTABILIZATION AND MODULAR BLOCK WALL.6480000 STREAMBANK EROSION THREATENING STRUCTURES. Ladue 12965 Erosion SORREL LANE STREAMBANK STABILIZATION (LADUE 1632) CONSTRUCT 2,740 FEET OF STREAMBANK PROTECTION INCLUDING BIOSTABILIZATION AND MODULAR BLOCK WALL.2640000 STREAMBANK EROSION THREATENING STRUCTURES. Ladue 12966 Erosion CONWAY ROAD #10033 STREAMBANK STABILIZATION (LADUE 1604.02) CONSTRUCT 3,770 FEET OF STREAMBANK EROSION PROTECTION USING BIOSTABILIZATION. 4560000 STREAMBANK EROSION THREATENING STRUCTURES. Ladue 12968 Erosion WENNEKER DRIVE NORTH STREAMBANK STABILIZATION (LADUE 1616.01) CONSTRUCT 1,635 FEET OF STREAMBANK PROTECTION USING BIOSTABILIZATION. 4640000 STREAMBANK EROSION THREATENING STRUCTURES. Ladue 12969 Erosion WENNEKER DRIVE SOUTH STREAMBANK STABILIZATION (LADUE 1619) CONSTRUCT 4,100 FEET OF STREAMBANK PROTECTION USING BIOSTABILIZATION. 6512000 STREAMBANK EROSION THREATENING STRUCTURES. Ladue 12970 Erosion LADUE FOREST #7 STREAMBANK STABILIZATION (LADUE 1621) CONSTRUCT 200 FEET OF BIOSTABILIZATION. 784000 STREAMBANK EROSION THREATENING STRUCTURES.Ladue 12971 Erosion WOODCLIFFE ROAD #1-36 STREAMBANK STABILIZATION (LADUE 1625.03) CONSTRUCT 2,035 FEET OF STREAMBANK PROTECTION USING BIOSTABILIZATION. 1561600 STREAMBANK EROSION THREATENING STRUCTURES. Ladue 12972 Erosion GLENVIEW - WOODCLIFFE WEST STREAMBANK STABILIZATION (LADUE 1625.04) CONSTRUCT 2,800 FEET OF STREAMBANK PROTECTION USING BIOSTABILIZATION. 3136000 STREAMBANK EROSION THREATENING STRUCTURES. Ladue Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 12973 Erosion BARNES ROAD STREAMBANK STABILIZATION (LADUE 1631) CONSTRUCT 1,820 FEET OF STREAMBANK PROTECTION USING BIOSTABILIZATION.1352000 STREAMBANK EROSION THREATENING ROAD.Ladue 10217 Local Flooding LENOR DRIVE STORM SEWER REPLACEMENT (GCMB-210) DESIGN AND CONSTRUCT APPROXIMATELY 1,190 FEET OF 15-INCH TO 24-INCH DIAMETER RCP STORM SEWERS AND APPURTENANCES. 496000 INADEQUATE STORM SEWR IS CAUSING FLOODING IN ONE BASEMENT AND TWO YARDS ALONG LENOR DRIVE DURING 100 YEAR EVENTS.Lakeshire 11642 Local Flooding WARWICK AND COVENTRY LANE STORM SEWER CONSTRUCT 260 FEET OF 18-INCH TO 21-INCH STORM SEWER.140800 YARD FLOODING BY OVERLAND FLOW DURING MAJOR STORM EVENTS.Manchester 10309 Local Flooding PEMBROKE DRIVE STORM IMPROVEMENTS DESIGN AND CONSTRUCT APPROXIMATELY 990 FEET OF 12-INCH TO 27-INCH DIAMETER STORM SEWER AND APPURTENANCES.632000 STREET FLOODING AT INTERSECTION OF WATSON ROAD AND PEMBROKE DRIVE. Marlborough 10392 Local Flooding HEDDA AND MACK AVENUE STORM IMPROVEMENT CONSTRUCT APPROXIMATELY 335 FEET OF 12-INCH TO 18-INCH DIAMETER STORM SEWER AND APPURTENANCES.296000 YARD AND BASEMENT FLOODING. Maryland Heights 10580 Local Flooding DONNYCAVE LANE STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 295 FEET OF 12-INCH STORM SEWER AND APPURTENANCES. 104000 RUNOFF FROM THE NEW PARKWAOOD SUBDIVISION AFFECTS PROPERTIES ON THE WEST SIDE OF DONNYCAVE LANE.Maryland Heights 11041 Erosion FEE FEE CREEK BANK STABILIZATION EAST TRIB TO PAGE (FEE 09) CONSTRUCT 720 FEET OF CHANNEL STABILIZATION CONSISTING OF ROCK BLOCK WALLS AND HEAVY STONE REVETMENT.1328000 Erosion at 5 commercial buildings along Fee Fee Creek between the east trib and Page Ave. Maryland Heights 11400 Erosion WASHINGTON CT. #12077 CHANNEL IMPROVEMENTS CONSTRUCT 30 FEET OF 6 FOOT WIDE BY 4 FOOT HIGH BOX CULVERT.88000 EROSION AT CULVERT INLET IS UNDERMINING FENCE.Maryland Heights 11401 Erosion BONNIEBROOK DRIVE #2666 BANK STABILIZATION CONSTRUCT 16 FEET OF 48-INCH RCP STORM SEWER AND HEAVY STONE REVETMENT BANK STABILIZATION. 200000 EROSION AT END OF SEWER OUTLET IS UNDERMINING FENCES. Maryland Heights 11412 Erosion SPRUCEWOOD DRIVE BANK STABILIZATION CONSTRUCT 80 FEET OF 10 FOOT HIGH MODULAR BLOCK RETAINING WALL.120000 CREEK EROSION. Maryland Heights 11423 Local Flooding CUMBERLAND AVENUE, CARLSON TO MIDLAND STORM IMPROVEMENT CONSTRUCT 250 FEET OF 12-INCH STORM SEWER . 88000 YARD FLOODING. Maryland Heights 11429 Local Flooding INVERNESS LANE STORM SEWER (FEE- 12) CONSTRUCT 1,760 FEET OF 12-INCH TO 30-INCH STORM SEWER . 688000 LACK OF AN ADEQUATE STREET DRAINAGE SYSTEM (CURB AND GUTTERS) CAUSES HOME FLOODING AT THE END OF INVERNESS LN.Maryland Heights 11436 Erosion FEE FEE CREEK BANK STABILIZATION - FEE FEE RD. TO EAST TRIBUTARY (FEE- 10) CONSTRUCT 185 FEET OF 12 FOOT HIGH MODULAR BLOCK WALL, 275 FEET OF 15 FOOT HIGH MODULAR BLOCK WALL, 200 FEET OF HEAVY STONE REVETMENT, AND 100 FEET OF 15 FOOT HIGH HEAVY STONE REVETMENT.1360000 MODERATE RISK EROSION RISK TO 7 BUILDINGS, SEVERE EROSION RISK TO ONE BUILDING, AND INFREQUENT FLOODING AFFECTS SIX COMMERCIAL BUILDINGS. Maryland Heights 11437 Erosion FEE FEE CREEK BANK STABILIZATION - PAGE TO LACKLAND (FEE-11) CONSTRUCT 340 FEET OF 14 FOOT HIGH MODULAR BLOCK RETAINING WALL. 640000 EROSION AT TWO COMMERCIAL BUILDINGS ALONG FEE FEE CREEK BETWEEN PAGE AVENUE AND LACKLAND ROAD. Maryland Heights Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11439 Erosion FEE FEE CREEK BANK STABILIZATION - DORSETT RD. TO EAST TRIBUTARY (FEE-08) CONSTRUCT 125 FEET OF 15 FOOT HIGH, AND 125 FEET OF 18 FOOT HIGH, MODULAR BLOCK RETAINING WALL. 544000 CREEK EROSION THREATENS STRUCTURES AT TWO LOCATIONS. Maryland Heights 12787 Erosion EAST TRIB. FEE FEE CREEK - FEE FEE CREEK TO PAGE (FEE-05) CHANNEL IMPROVEMENTS CONSTRUCT 330 FEET OF 14 FOOT HIGH MODULAR BLOCK WALL, 190 FEET OF 8 FOOT HIGH BIOSTABILIZATION, AND 4 GRADE CONTROL STRUCTURES.912000 EROSION THREATENING BUILDING, ROAD, AND PARKING LOT. Maryland Heights 10729 Local Flooding PARCHESTER - HOLBORN STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 450 FEET OF 12-INCH TO 15-INCH STORM SEWER AND APPURTENANCES.160000 YARD PONDING. Normandy 11461 Local Flooding NORMANDY PL. - ST. ANDREWS - HENDERSON STORM SEWERS CONSTRUCT 1,880 FEET OF 18-INCH TO 36-INCH STORM SEWERS.1376000 STRUCTURAL AND YARD FLOODING DUE TO INADEQUATE STORM SEWER SYSTEM.Normandy 10843 Local Flooding BALTIMORE PLACE STORM SEWER CONSTRUCT APPROXIMATELY 490 FEET OF 6 FOOT BY 3 FOOT RCB STORM SEWER AND APPURTENANCES, AND 395 FEET OF 8-INCH SANITARY SEWER AND APPURTENANCES.1024000 YARD EROSION & FLOODING. Oakland 11342 Local Flooding LENNORE AND W. FRISCO AVE. STORM IMPROVEMENTS CONSTRUCT 400 FEET OF 42-INCH PIPE IN TUNNEL . 2080000 BASEMENT, STREET, AND YARD FLOODING. Oakland 11945 Erosion PARK AVE 211 STREAM BANK STABILIZATION CONSTRUCT 150 FEET OF MODULAR BLOCK WALL, 265 FEET OF 24-INCH STORM SEWER, AND FLOODPROOF TWO RESIDENCES.440000 BUILDING FLOODING AND FAILING RETAINING WALL IN CREEK. Oakland 10317 Local Flooding DIELMAN ROAD TO APPLESEED STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 220 FEET OF ROCK-LINED TRAPEZOIDAL CHANNEL, AND 10 FEET OF 48-INCH DIAMETER STORM SEWERS, AND APPURTENANCES, FROM DIELMAN ROAD TO APPLESEED.168000 YARD FLOODING AND EROSION. Olivette 11202 Local Flooding NANTUCKET LANE TO LISA LANE STORM SEWER CONSTRUCT 535 FEET OF 18-INCH TO 30-INCH RCP STORM SEWER .296000 YARD FLOODING AND EROSION. Olivette 11204 Erosion ST. ALFRED AND BLACKPOOL STORM SEWER CONSTRUCT 820 FEET OF 12-INCH TO 30-INCH STORM SEWER .384000 INADEQUATE ROAD DRAINAGE. Olivette 11307 Erosion DOLORES AVENUE STORM IMPROVEMENTS CONSTRUCT 535 FEET OF 42-INCH DIAMETER RCP, TO 5 FOOT BY 3 FOOT BOX CULVERT, .704000 CREEK EROSION. Olivette 11314 Local Flooding GLENMARY TO WHITE ROSE STORM IMPROVEMENTS CONSTRUCT 1,160 FEET OF 15-INCH TO 42-INCH RCP STORM SEWER .672000 EROSION AND FLOODING DUE TO INADEQUATE STORM SYSTEM.Olivette 11315 Local Flooding EDWARD DR. TO ALICE PLACE STORM SEWER CONSTRUCT 325 FEET OF 15-INCH DIAMETER STORM SEWER .137600 DAMAGE TO PROPERTY DUE TO FLOODING. Olivette 11468 Local Flooding COVINGTON MEADOW STORM SEWER CONSTRUCT 780 FEET OF 12-INCH TO 24-INCH DIAMETER STORM SEWERS, CURBING, .288000 FREQUENT BASEMENT, STREET, AND YARD FLOODING.Olivette 11471 Local Flooding HIGHGATE - ENFIELD STORM SEWER CONSTRUCT 980 FEET OF 12" TO 24" DIAMETER RCP . 496000 YARD AND STREET FLOODING AND EROSION BETWEEN HIGHGATE ROAD AND ENFIELD ROAD.Olivette Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 10880 Local Flooding SIMS AVE #2201 STORM BUYOUT BUYOUT AND DEMOLISH #2201 SIMS AVENUE, TO REESTABLISH THE OVERLAND FLOW PATH. 336000 STRUCTURE CONSTRUCTED WITHIN OVERLAND FLOW PATH, EXISTING SEWER UNDER STRUCTURE IS DETERIORATING.Overland 11179 Local Flooding EVERMAN AVE. #9518 STORM SEWER CONSTRUCT 540 FEET OF 12-INCH TO 18-INCH STORM SEWER.456000 YARD FLOODING AND PONDING AND BASEMENT FLOODING.Overland 11188 Local Flooding TENNYSON - HOLTWOOD STORM SEWER CONSTRUCT 1,150 FEET OF 12-INCH TO 48-INCH STORM SEWER.936000 YARD FLOODING AND PONDING. Overland 11305 Local Flooding LACKLAND RD. WISMER AVE. STORM SEWER CONSTRUCT 1,180 FEET OF 15-INCH TO 30-INCH STORM SEWER.544000 LOCALIZED RUNOFF AFFECTING CHURCH PARKING LOT.Overland 11311 Local Flooding RIDGE AVENUE #9408 STORM SEWER CONSTRUCT 360 FEET OF 15-INCH RCP STORM SEWER .184000 YARD PONDING. Overland 11313 Erosion TRENTON AVE. 9400 BLOCK CHANNEL IMPROVEMENTS CONSTRUCT 350 FEET OF 6 FOOT HIGH MODULAR BLOCK WALL.528000 CREEK EROSION THREATENING STRUCTURES.Overland 11451 Local Flooding APACHE LANE AND SYCAMORE WAY STORM SEWER CONSTRUCT 665 FEET OF 12-INCH TO 18-INCH STORM SEWER .312000 FREQUENT YARD AND STRUCTURAL FLOODING FROM OVERLAND FLOW.Overland 11455 Local Flooding LACKLAND AVE. 9900 BLOCK STORM SEWER CONSTRUCT 440 FEET OF 12-INCH TO 15-INCH STORM SEWER.176000 YARD PONDING. Overland 11456 Local Flooding FLORA AND WISMER STORM SEWER CONSTRUCT 610 FEET OF 18-INCH STORM SEWER. 280000 YARD PONDING DUE TO INADEQUATE STREET DRAINAGE.Overland 11457 Local Flooding ECHO LANE AND WOODSON ROAD STORM SEWER CONSTRUCT 995 FEET OF 12-INCH TO 24-INCH STORM SEWER.504000 YARD FLOODING OF FOUR YARDS. Overland 12782 Erosion ARGYLE AVE. 9000 BLOCK STORM SEWER CONSTRUCT 600 FEET OF 60-INCH STORM SEWER. 1008000 YARD FLOODING AND CREEK EROSION THREATENING STRUCTURES.Overland 10286 Erosion KINGSLAND AVENUE #1400 STORM SEWER IMPROVEMENT DESIGN AND CONSTRUCT APPROXIMATELY 730 FEET OF 12-INCH TO 48-INCH DIAMETER STORM SEWER AND APPURTENANCES.521600 STREET FLOODING, STRUCTURE FLOODING, AND EROSION, ALONG KINGSLAND AVENUE. Pagedale 11464 Local Flooding ENGELHOLM - LEROY - SALERNO CHANNEL REPLACEMENT CONSTRUCT 1,460 FEET OF 7 FOOT BY 7 FOOT BOX CULVERT.4640000 UNDERSIZED BOX CULVERT CAUSING YARD FLOODING.Pagedale 12756 Local Flooding DUNLEER AVE 6901 STORM SEWER CONSTRUCT AREA INLETS, 50 FEET OF 12-INCH STORM SEWER, AND OUTFALL.40000 STREET FLOODING. Pagedale 11470 Erosion BERKSHIRE BANK STABILIZATION CONSTRUCT GRADE CONTROLS, BANK STABILIZATION OR OTHER NECESSARY METHODS TO STABILIZE THE ENTIRE STREAM THROUGH THE BERKSHIRE SUBDIVISION.1056000 YARD EROSION AND STANDING WATER IN CREEK RUNNING THROUGH BACKYARDS OF 77 BERKSHIRE TO 59 BERKSHIRE. Richmond Heights 11597 Local Flooding RIVERVIEW AND SPRING GARDEN STORM RELIEF CONSTRUCT 950 FEET OF 72-INCH STORM SEWER . 1408000 STREET FLOODING. Riverview 10311 Local Flooding ROCKFORD & CRAWFORD STORM SEWER CONSTRUCT APPROPXIMATELY 3825 FEET OF 12-INCH TO 48-INCH DIAMETER PIPE AND APPURTENANCES. 2448000 SINKHOLE FLOODING YARDS AND STREET Rock Hill Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11096 Erosion SHREWSBURY AVE. #4118 STORM SEWER CONSTRUCT 425 FEET OF 66-INCH TO 72-INCH STORM SEWER, AND 425 FEET OF VEGETATED SWALE AND COMPOSITE REVETMENT.896000 BANK EROSION. Shrewsbury 11193 Local Flooding ARLINGTON - EXETER STORM SEWER CONSTRUCT 440 FEET OF 12-INCH TO 18-INCH RCP STORM SEWER.224000 INADEQUATE ROAD DRAINAGE ALONG ARLINGTON.Shrewsbury 11619 Local Flooding HI VIEW AND WEIL STORM SEWER CONSTRUCT 980 FEET OF 24-INCH TO 36-INCH RCP STORM SEWER.728000 STREET FLOODING AND YARD FLOODING. Shrewsbury 11383 Local Flooding ZENITH DR #9872 STORM SEWER CONSTRUCT 200 FEET OF 12-INCH RCP.68800 YARD FLOODING.St. George 11002 Local Flooding MCKIBBON AVENUE STORM IMPROVEMENTS CONSTRUCT 440 FEET OF 15-INCH TO 21-INCH STORM SEWER.200000 Infrequent structural flooding from overland flow. St. John 11289 Local Flooding KINCAID AVENUE STORM SEWER CONSTRUCT 90 LF OF 15" RCP. 97600 YARD AND STREET FLOODING ALONG KINCAID AVE St. John 11295 Local Flooding MARSHALL AVENUE #3335 STORM IMPROVEMENTS CONSTRUCT 390 FEET OF 12-INCH STORM SEWER . 192000 STREET PONDING. St. John 10687 Local Flooding LOUISVILLE & WEST PARK STORM SEWER CONSTRUCT AREA INLET AT LOWEST ELEVATION, AND 27 FEET OF 12-INCH STORM SEWER TO EXISTING 27- INCH COMBINED SEWER.43200 YARD FLOODING. St. Louis City 10779 Local Flooding ULENA AVE. #5042 STORM SEWER CONSTRUCT 160 FEET OF 15-INCH SEWER.49600 BASEMENT AND YARD FLOODING.St. Louis City 11479 Local Flooding GARNER/PRATHER/MITCHELL STORM SEWERS CONSTRUCT 5,800 FEET OF 12-INCH TO 48-INCH STORM SEWER.6016000 YARD AND STRUCTURE FLOODING FROM OVERLAND FLOW.St. Louis City 11640 Local Flooding HAMBURG #4748 AVE. STORM SEWER CONSTRUCT 190 FEET OF 15-INCH STORM SEWER AND REPLACE 170 FEET OF 21-INCH COMBINED SEWER. 264000 YARD FLOODING. St. Louis City 11986 Maintenance RIVER DES PERES BANK STABILIZATION (BROADWAY) STABILIZE 135 FEET OF THE SOUTH BANK OF RDP, BETWEEN BROADWAY AND THE MISSISSIPPI RIVER.520000 FAILED SHEET PILING CAUSING EROSION OF BANK.St. Louis City 12754 Local Flooding ALLEMANIA ST 4709 STORM IMPROVEMENTS CONSTRUCT 100 FEET OF 12-INCH STORM SEWER, MANHOLE AND AREA INLET.128000 YARD AND STRUCTURE FLOODING. St. Louis City 12755 Local Flooding OLEATHA AVE 6918 STORM IMPROVEMENTS CONSTRUCT 190 FEET OF 12-INCH STORM SEWER. 56000 OVERLAND FLOW CAUSING YARD AND BASEMENT FLOODING.St. Louis City 11575 Local Flooding WOODSHIRE #918 STORM SEWER CONSTRUCT 320 FEET OF 12-INCH STORM SEWER.128000 EROSION AND YARD FLOODING St. Louis City and County 10294 Local Flooding TEDDY AND JOPLIN STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 2,035 FEET OF 12-INCH TO 36-INCH STORM SEWER AND APPURTENANCES.2032000 STREET AND YARD FLOODING ALONG TEDDY AVENUE. St. Louis County 11250 Erosion EMPIRE COURT CHANNEL IMPROVEMENT CONSTRUCT 800 FEET OF 20 FOOT HIGH MODULAR BLOCK RETAINING WALL.3041600 HIGH RISK STRUCTURAL EROSION. St. Louis County 11317 Local Flooding TERRI LYNN AND SOUTHERN DRIVE STORM SEWER CONSTRUCT 400 FEET OF 12-INCH TO 18-INCH RCP STORM SEWER .176000 YARD FLOODING. St. Louis County 11512 Local Flooding REGENCY DRIVE #12115 STORM SEWER CONSTRUCT 420 FEET OF 12-INCH TO 18-INCH RCP STORM SEWER .264000 FLOODING. St. Louis County Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11580 Local Flooding HACKAMORE LN #10608 STORM SEWER CONSTRUCT 950 FEET OF 18-INCH TO 54-INCH STORM SEWER, AND DETENTION BASIN.1492800 EROSION AND FLOODING St. Louis County 11028 Erosion ROTT ROAD 9262 BANK STABILIZATION CONSTRUCT 150 FEET OF HEAVY STONE REVETMENT WITH 10 FEET OF BIOSTABILIZATION ABOVE. 172800 Creek bank erosion. Sunset Hills 11043 Local Flooding MIDDLEWOOD COURT STORM SEWER CONSTRUCT 190 FEET OF 24-INCH STORM SEWER.192000 Yard and basement flooding Sunset Hills 11346 Local Flooding EDDIE AND PARK RD. #11906 STORM SEWER CONSTRUCT 280 FEET OF 12-INCH TO 15-INCH DIAMETER STORM SEWER .115200 RUNOFF FROM CHURCH PROPERTY CAUSING YARD FLOODING.Sunset Hills 11374 Erosion RICHVIEW DR. - WATSON RD. E. BANK STABILIZATION CONSTRUCT 260 FEET OF 4 FOOT HEAVY STONE REVETMENT WITH BIOSTABILIZATION, AND 390 FEET OF 9 FOOT BLOCK WALL.1184000 EROSION THREATENING STRUCTURES. Sunset Hills 11422 Local Flooding ELNORE DRIVE - KENNERLY ROAD STORM SEWER CONSTRUCT 1,365 FEET OF 18-INCH TO 36-INCH RCP STORM SEWER , AND 460 SY OF VEGETATED REINFORCED EARTHEN SWALE.683200 YARD FLOODING FROM OVERLAND FLOW DUE TO LACK OF EXISTING STORM SYSTEM AND INADEQUATE GRADING.Sunset Hills 11435 Erosion HILLTOP DRIVE #9931 BANK STABILIZATION CONSTRUCT 220 FEET OF VEGETATED REINFORCED EARTHEN SWALE.84800 FLOODING AND EROSION. Sunset Hills 11440 Regional Flooding GRAVOIS INDUSTRIAL - CHATEAU CHURA CHANNEL IMPROVEMENT INSTALL 855 FEET BY 20 FEET WIDE ARTICULATING CONCRETE BLOCK, AND BIOSTABILIZE BANKS WHERE APPLICABLE.880000 HEAVY VEGETATION IN CREEK BLOCKING FLOW AND CAUSING FLOODING OF ADJACENT CONSTRUCTION YARD.Sunset Hills 11498 Erosion SAPPINGTON RD. AT MATTESE CREEK CULVERT REPLACEMENT (MAT-38 ) REPLACE THE EXISTING MODIFIED AND EXTENDED COMPOSITE STRUCTURE WITH A 7' X 14' BOX CULVERT. 688000 INFREQUENT OVERTOPPING OF SAPPINGTON ROAD BY THE 50 YEAR STORM. Sunset Hills 11527 Erosion SAPPINGTON RD. #9845 TO 9859 BANK STABILIZATION CONSTRUCT 380 FEET OF MODULAR BLOCK WALL BANK STABILIZATION WITH GRADE CONTROLS.560000 CREEK EROSION IMPACTING THREE HOMES. Sunset Hills 11531 Erosion WEBER HILL - WEST WATSON BANK STABILIZATION CONSTRUCT 280 FEET OF HEAVY STONE REVETMENT BANK STABILIZATION, WITH 10 FOOT OF BIOSTABILIZATION ABOVE.443200 EROSION OF CREEK BANK. Sunset Hills 11583 Erosion MEPPEN - OLEANDER CHANNEL IMPROVEMENTS CONSTRUCT 605 FEET OF BANK STABILIZATION. 1028800 CREEK EROSION. Sunset Hills 11588 Erosion MEPPEN DRIVE #60 STORM IMPROVEMENTS CONSTRUCT 200 FEET OF 12-INCH RCP STORM SEWER , AND GRADE 120 FEET OF SWALE.107200 EROSION AT OUTFALL PIPE. Sunset Hills 11029 Local Flooding MASON VALLEY RD AND FEATHERSTONE DR STORM SEWER CONSTRUCT 510 FEET OF 12-INCH TO 15-INCH STORM SEWER.259200 Flooding and erosion due to discharge from storm sewer outfall.Town and Country 11162 Local Flooding BALLAS CT. SUBDIVISION STORM SEWER CONSTRUCT 1,159 LF OF 12" TO 42" RCP 896000 YARD AND STREET FLOODING. Town and Country 11547 Local Flooding WOODLARK LN. #12933 STORM SEWER IMPROVEMENTS CONSTRUCT 325 FEET OF 48-INCH RCP STORM SEWER. 368000 YARD FLOODING. Town and Country 11549 Local Flooding WILLIAMSBURG ESTATES - CLAYTON RD. STORM SEWER CONSTRUCT 390 FEET OF 12-INCH STORM SEWER. 128000 DAMAGE TO PROPERTY DUE TO FLOODING. Town and Country Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11564 Erosion TALL PINE CT. #13260 BANK STABLIZATION (CRE-21) CONSTRUCT 160 FEET OF 6 FOOT HIGH MODULAR BLOCK WALL AND TWO GRADE CONTROL STRUCTURES.216000 CREEK EROSION. Town and Country 11645 Local Flooding KIRKEN KNOLL STORM SEWER CONSTRUCT 1,260 FEET OF 15-INCH TO 30-INCH STORM SEWER.488000 YARD FLOODING. Town and Country 11017 Local Flooding AUTUMN LEAF DR 1400 BLOCK STORM IMPROVEMENTS REMOVE AND REPLACE 1060 FEET OF EXISTING 18- INCH TO 30-INCH STORM SEWER, AND CONSTRUCT AN ADDITIONAL 310 FEET OF 12-INCH STORM SEWER. 800000 Undersized storm sewer causing street and yard flooding, and yard erosion. Twin Oaks 11599 Local Flooding GOLDEN OAK CT. #10 AND 12 STORM SEWER CONSTRUCT 190 FEET OF 12-INCH RCP STORM SEWER .68800 YARD FLOODING. Twin Oaks 11603 Erosion AUTUMN LEAF DRIVE STORM SEWER CONSTRUCT 635 FEET OF 48-INCH RCP STORM SEWER .912000 FLOODING AND EROSION. Twin Oaks 10067 Erosion HALLSTEAD STORM CHANNEL PHASE IV (MCBJ-230) PREPARATION OF PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF APPROXIMATELY 1,220 FEET OF 45-FOOT WIDE BY 12-FOOT HIGH VERTICAL WALL CHANNEL FROM VORHOFF DRIVE SOUTH TO HUDSON DRIVE.7520000 DAMAGE TO PROPERTY DUE TO EROSION. Unincorporated 10250 Local Flooding JEFFERSONIAN - WALTHAM STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 1,315 FEET OF 12-INCH TO 18-INCH DIAMETER STORM SEWER AND APPURTENANCES. 576000 STRUCTURE, YARD AND STREET FLOODING NEAR THE INTERSECTION OF JEFFERSONIAN LANE AND WALTHAM DRIVE. Unincorporated 10254 Erosion PARK CREST DRIVE CREEK BANK STABILIZATION DESIGN AND CONSTRUCT APPROXIMATELY 250 FEET OF STREAMBANK STABILIZATION.296000 STREAMBANK EROSION OF REAR YARDS ADJACENT TO GRAVOIS CREEK.Unincorporated 10260 Erosion COUNTRYBROOK DR. BANK STABILIZATION (SPL-05) DESIGN AND CONSTRUCT APPROXIMATELY 545 FEET OF 8-FOOT HIGH ROCK BLOCK WALL WITH 2-FOOT HIGH HEAVY STONE REVETMENT TOE.944000 MODERATE RISK EROSION. Unincorporated 10261 Erosion SACRE COEUR STORM CHANNEL DESIGN AND CONSTRUCT APPROXIMATELY 480 FEET OF MODULAR CONCRETE BLOCK RETAINING WALL.816000 CREEK BANK EROSION BETWEEN ADVOCATE COURT AND TRINITY CIRCLE.Unincorporated 10266 Erosion ST. SIMON CT. #10023 STORM CHANNEL (GCMB-250) CONSTRUCT 50 FEET OF 48-INCH DIAMETER RCP STORM SEWER AND BANK STABILIZATION. 168000 YARD EROSION AFFECTS #10023 ST. SIMON CT. LOCATED OFF TESSON FERRY RD. Unincorporated 10275 Local Flooding ZENITH CT. #10040 STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 300 FEET OF 12-INCH STORM SEWERS AND APPURTENANCES.94400 REAR YARD FLOODING AND PONDING IN THE 10000 BLOCK OF ZENITH COURT.Unincorporated 10374 Erosion CEDAR BRIDGE COURT #189 BANK STABILIZATION DESIGN AND CONSTRUCT APPROXIMATELY 75 FEET OF BANK STABILIZATION, CONSISTING OF ROCK BLOCK TOE, HIGH HEAVY STONE REVETMENT, COMPOSITE REVETMENT, AND BIOSTABILIZATION.216000 CREEK EROSION. Unincorporated Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 10375 Erosion BROOKWOOD SUBDIVISION DETENTION BASIN BANK STABILIZATION DESIGN AND CONSTRUCT 515 FEET OF BIOSTABILIZATION. 928000 EROSION OF CREEK BANK THREATENING DETENTION BASIN EMBANKMENT AND EMERGENCY SPILLWAY. EXISTING GROUTED RIP RAP EMBANKMENT REPAIR IS FAILING.Unincorporated 10394 Local Flooding DENNIS & KAPPEL STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 970 FEET OF 15-INCH TO 27-INCH STORM SEWER AND APPURTENANCES.376000 STRUCTURAL AND YARD FLOODING ALONG DENNIS DRIVE. Unincorporated 10445 Regional Flooding SAPPINGTON CREEK MEATH TO GRAVOIS FLOODPROOFING (GCXR-110) OFFER FLOODPROOFING TO HOMEOWNERS POTENTIALLY IMPACTED BY CREEK FLOODING. 2880000 EIGHTY NINE HOMES ARE POTENTIALLY IMPACTED BY CREEK FLOODING. Unincorporated 10446 Maintenance SAPPINGTON CREEK MEATH TO GRAVOIS STORM SEWER OUTFALL REPAIR (GCXR-110) REPAIR OR REPLACE 46 STORM SEWER OUTFALLS IN THE AREA OF SAPPINGTON CREEK. 328000 FORTY-SIX (46) STORM SEWER OUTFALLS ARE DETERIORATED AND IN NEED OF REPAIR OR REPLACEMENT.Unincorporated 10542 Erosion BURNCOATE DR. - STALLARD CT. STORM CHANNEL (MGT2-130) CONSTRUCT 200 LF. OF 2.5 FT. HIGH GABION WALL ALONG BOTH SIDES OF THE CHANNEL AND AN ENERGY DISSIPATION STRUCTURE FOR THE EXISTING 54-INCH DIAMETER OUTFALL.160000 HIGH RISK EROSION OF SIX MISCELLANEOUS STRUCTURES. Unincorporated 10686 Local Flooding LORETTA - GENTRY STORM SEWER PHASE I CONSTRUCTION OF APPROXIMATELY 1,570 FEET OF 4- FOOT BY 3-FOOT REINFORCED CONCRETE BOX AND 48- INCH DIAMETER SEWER.2400000 DAMAGE TO PROPERTY DUE TO FLOODING. Unincorporated 10712 Local Flooding MONTAUK - LINFRED STORM SEWER (FEE-18) DESIGN AND CONSTRUCT APPROXIMATELY 600 FEET OF 12-INCH TO 18-INCH STORM SEWER AND APPURTENANCES.192000 DAMAGE TO PROPERTY DUE TO EROSION & FLOODING. Unincorporated 10795 Local Flooding WEMBLEY DR. 2500 BLOCK FLOOD MITIGATION BUYOUT TWO PROPERTIES EXPERIENCING FLOODING. 1152000 BASEMENT AND YARD FLOODING OF TWO HOMES.Unincorporated 10857 Erosion FINN ROCK STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 250 FEET OF 12-INCH DIAMETER STORM SEWER AND APPURTENANCES EASTWARD TO EXISTING 12-INCH DIAMETER STORM SEWER.97600 PONDING IN BACK YARDS OF 6200 AND 6205 FINN ROCK CIRCLE DRIVE AT HAGEMAN AND TESSON FERRY ROADS. Unincorporated 10858 Local Flooding GRANDA - HAWSON - CLAGER STORM SEWER IMPROVEMENTS CONSTRUCT 1,420 FEET OF 12-INCH TO 48-INCH RCP STORM SEWER.1360000 BASEMENT, STREET, AND YARD FLOODING. Unincorporated 11031 Local Flooding KATHLEEN ANN DRIVE STORM SEWER CONSTRUCT 640 FEET OF 18-INCH TO 21-INCH STORM SEWER.216000 Yard flooding. Unincorporated 11044 Erosion PORT DIANE TO TENNANT BANK STABILIZATION CONSTRUCT 220 FEET OF 66-INCH RCP, 445 FEET OF MODULAR BLOCK WALL, 595 FEET OF COMBINATION SLOPE STABILIZATION, AND REPLACE 444 FEET OF 8- INCH DIP.2080000 Creek erosion Unincorporated 11060 Erosion DELLWOOD CREEK STREAMBANK STABILIZATION (MCDW-15) CONSTRUCT 1110 FEET OF 10-FOOT TO 20-FOOT HIGH RETAINING WALL AND 210 FEET OF BANK STABILIZATION.2240000 10 structures threatened by channel erosion in Dellwood Creek. Unincorporated Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11061 Local Flooding GARON DRIVE AND KERTH ROAD STORM SEWER CONSTRUCT 840 FEET OF 12-INCH TO 30-INCH STORM SEWER.464000 Unincorporated 11081 Erosion RUSTIC RIDGE DR 2438 BANK STABILIZATION CONSTRUCT 150 FEET OF ROCK TOE WITH COMPOSITE REVETMENT AND BIOSTABILIZATION ALONG LEFT DESCENDING STREAMBANK OF MIDLAND CREEK, 150 FEET OF BIOSTABILIZATION ALONG RIGHT DESCENDING STREAMBANK, AND TWO GRADE CONTROL STRUCTURES.800000 Creek bank erosion. Unincorporated 11083 Local Flooding WOODSTREAM DRIVE STORM SEWER CONSTRUCT 685 FEET OF 12-INCH TO 24-INCH STORM SEWER.243200 Rear yard flooding. Unincorporated 11087 Local Flooding SYLVAN SPRINGS COUNTY PARK MAINTENANCE FACILITY SINKHOLE RELIEF CONSTRUCT 700 FEET OF 12-INCH STORM SEWER. 296000 Yard ponding. Unincorporated 11133 Local Flooding SHERWOOD DR. #2790 STORM SEWER CONSTRUCT 480 FEET OF 12-INCH TO 15-INCH STORM SEWER.208000 YARD FLOODING. Unincorporated 11247 Local Flooding BELLA CLARE TO CHAMBERS STORM SEWER CONSTRUCT 5,385 FEET OF 12-INCH TO 24-INCH RCP STORM SEWER .2704000 YARD FLOODING DUE TO INADEQUATE STORM SYSTEM.Unincorporated 11249 Erosion HALLS FERRY ROAD 10100 BLOCK BANK STABILIZATION CONSTRUCT 535 FEET OF BANK PROTECTION. 724800 CHANNEL EROSION. Unincorporated 11258 Erosion NERO DRIVE CREEK BANK STABILIZATION CONSTRUCT 160 FEET OF 16 FOOT HIGH MODULAR BLOCK WALL.332800 EROSION TO PROPERTY BEHIND #11995, #11975, #11955, AND #11945 NERO DRIVE.Unincorporated 11259 Erosion CEDARHURST DRIVE CREEK BANK STABILIZATION CONSTRUCT 555 FEET OF 12 FOOT HIGH MODULAR BLOCK WALL.595200 CHANNEL EROSION. Unincorporated 11260 Erosion HALLWOOD - VORHOF STORM SEWER (MCBJ-220) CONSTRUCT 1,620 FEET OF BIOSTABILIZATION ON BOTH BANKS, AND 7 GRADE CONTROL STRUCTURES. 4432000 MODERATE RISK EROSION TO 2 HOMES FROM HALLWOOD DR. TO HUDSON DR. TO VORHOFF DR.Unincorporated 11265 Local Flooding VIEHL AND LUNA STORM SEWER CONSTRUCT 1,465 FEET OF 12-INCH TO 27-INCH RCP STORM SEWER .704000 FLOODING FROM INADEQUATE ROADWAY DRAINAGE.Unincorporated 11267 Local Flooding ARLEE AVE. AND MORRIS AVE. STORM SEWER CONSTRUCT 2,230 FEET OF 12-INCH TO 48-INCH STORM SEWER.1760000 STREET AND YARD FLOODING. Unincorporated 11268 Local Flooding LORETTA - JOPLIN STORM SEWER REPLACEMENT REPLACE 2,230 FEET OF UNDERSIZED STORM SEWER WITH 36-INCH TO 54-INCH STORM SEWER.2592000 BASEMENT AND YARD FLOODING. Unincorporated 11269 Local Flooding LORETTA - GENTRY STORM SEWER PHASE II CONSTRUCT 3295 LF OF 12" TO 36" STORM SEWER 1936000 FLOODING FROM INADEQUATE ROADWAY Unincorporated 11270 Local Flooding TWEED DRIVE STORM SEWER PHASE II CONSTRUCT 480 FEET OF 15-INCH TO 36-INCH DIAMETER STORM SEWER .240000 STREET AND YARD FLOODING. Unincorporated 11276 Local Flooding EXPO DRIVE STORM SEWER EXTENSION CONSTRUCT 270 FEET OF 30-INCH STORM SEWER . 126400 EXISTING DISCHARGE PIPE IS BURIED AND NON-FUNCTIONAL.Unincorporated 11277 Local Flooding LONGFORD DRIVE #1851 STORM SEWER CONSTRUCT 90 FEET OF 12-INCH STORM SEWER . 46400 YARD FLOODING. Unincorporated Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11278 Local Flooding LORNA LANE #9709 STORM SEWER CONSTRUCT 515 FEET OF 18-INCH TO 24-INCH RCP STORM SEWER .224000 YARD FLOODING. Unincorporated 11280 Local Flooding NEMNICH #1935 STORM SEWER IMPROVEMENT CONSTRUCT 855 FEET OF 48-INCH RCP STORM SEWER TO BYPASS THE EXISTING OPEN CHANNEL. 768000 36-INCH PIPE DISCHARGES AT 12G2-139D AND FLOWS TOWARDS 12G2-077D VIA OPEN CHANNEL. REAR YARDS IN THE 9600 BLOCK OF WINKLER POND WATER.Unincorporated 11281 Local Flooding DENNIS DRIVE #9733 STORM SEWER CONSTRUCT 645 FEET OF 18-INCH RCP STORM SEWER .240000 YARD FLOODING AT 9733 DENNIS DRIVE. Unincorporated 11282 Local Flooding NOLTE AVE. #9700 CONSTRUCT 1200 LF OF 30" TO 72" RCP TO BYPASS THE DRAINAGE TO MALINE CREEK.2896000 BASEMENT FLOODING AT 9700 NOLTE. Unincorporated 11283 Local Flooding JACOBI AVE. STORM SEWER CONSTRUCT APPROXIAMTELY 2920 LF OF 15" TO 54" RCP AMD APPURTENANCES.1600000 FREQUENT FLOODING OF A DETACHED GARAGE AT 9847 JACOBI.Unincorporated 11316 Erosion WHEATON - MERIDIAN STORM SEWER CONSTRUCT 1,030 FEET OF 21-INCH TO 42-INCH RCP STORM SEWER.80000 YARD FLOODING. Unincorporated 11319 Local Flooding BENMORE - DELMONT STORM SEWER CONSTRUCT 1,540 FEET OF 12-INCH TO 30-INCH RCP STORM SEWER.752000 YARD FLOODING. Unincorporated 11320 Local Flooding HEEGE RD. AND OAKDALE AVE. STORM SEWER CONSTRUCT 2,420 FEET OF 12-INCH TO 30-INCH RCP STORM SEWER.1792000 YARD PONDING. Unincorporated 11321 Erosion HEEGE RD. #5310 AND 5316 BANK STABILIZATION CONSTRUCT 225 FEET OF 8 TO 10 FOOT HIGH MODULAR BLOCK RETAINING WALL.336000 EROSION THREATENING PARKING LOT AND DRIVEWAY.Unincorporated 11322 Local Flooding MONTAGUE AND LANGLEY STORM SEWER CONSTRUCT 780 FEET OF 21-INCH TO 30-INCH STORM SEWER.384000 YARD FLOODING AND EROSION. Unincorporated 11323 Local Flooding MATHILDA AND LANGLEY STORM SEWER CONSTRUCT 950 FEET OF 12-INCH TO 21-INCH STORM SEWER.552000 STREET RUNOFF CAUSING STREET PONDING.Unincorporated 11324 Local Flooding LAKEWOOD AND VINE STORM SEWER CONSTRUCT 590 FEET OF 12-INCH TO 21-INCH STORM SEWER.392000 YARD FLOODING DUE TO INADEQUATE STREET DRAINAGE.Unincorporated 11333 Local Flooding CITADEL CT. #9241 STORM SEWER CONSTRUCT 440 FEET OF 18-INCH TO 21-INCH DIAMETER STORM SEWERS.184000 INADEQUATE STORM SEWER. Unincorporated 11334 Local Flooding HAWKSTONE LN. STORM SEWER CONSTRUCT 1,440 FEET OF 24-INCH TO 36-INCH RCP STORM SEWER.1024000 YARD FLOODING DUE TO INADEQUATE STORM SEWER SYSTEM.Unincorporated 11337 Erosion BLACKTHORN - HEATHER CREEK BANK STABILIZATION (GCMB-140) CONSTRUCT 730 FEET OF 6 TO 12 FOOT HIGH ROCK BLOCK WALL, 615 FEET OF COMPOSITE REVETMENT, 80 CUBIC YARDS OF HEAVY STONE REVETMENT, AND FIVE GRADE CONTROL STRUCTURES.1584000 CREEK EROSION THREATENING SIX PROPERTIES ON HEATHER AND BLACKTHORN DRIVES. Unincorporated 11339 Local Flooding GREEN PARK RD. #4105 - 4135 STORM SEWER CONSTRUCT 485 FEET OF 15-INCH DIAMETER STORM SEWER . 248000 YARD FLOODING OF 8 PROPERTIES ALONG NORTH SIDE OF GREEN PARK ROAD. Unincorporated 11345 Local Flooding STEPHENSON DR. #10521 STORM SEWER CONSTRUCT 495 FEET OF 12-INCH TO 18-INCH RCP STORM SEWER .164800 INFREQUENT STRUCTURAL FLOODING FROM OVERLAND FLOW.Unincorporated Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11348 Local Flooding CLEVES - BOBRING STORM SEWER CONSTRUCT 1,500 FEET OF 12-INCH TO 24-INCH DIAMETER SEWER STORM SEWER FROM BOBRING AVENUE TO MT. OLIVE STREET.624000 NO STORM SEWERS IN AREA. YARD FLOODING AND STREET FLOODING. Unincorporated 11349 Local Flooding AFFTON PLACE STORM SEWER CONSTRUCT 1,100 FEET OF 12-21 INCH STORM SEWERS . 440000 FRONT YARD FLOODING ALONG AFFTON PLACE DUE TO LACK OF ROADSIDE DRAINAGE.Unincorporated 11352 Local Flooding PAULINE PL. AND BRENDA CT. STORM SEWER CONSTRUCT 230 FEET OF 15-INCH RCP STORM SEWER. 140800 YARD FLOODING DUE TO INADEQUATE ROADWAY DRAINAGE.Unincorporated 11355 Erosion HAMPSHIRE MANOR CT. STORM SEWER CONSTRUCT 265 FEET OF 36-INCH RCP STORM SEWER. 147200 EROSION OF DRAINAGE DITCH IN A MAINTAINED LAWN AREA.Unincorporated 11356 Local Flooding BRENDA - EVANDALE STORM SEWER CONSTRUCT 590 FEET OF 3X5 BOX CULVERT AND 1,000 FEET OF 21-INCH TO 30-INCH STORM SEWER.2080000 YARD FLOODING DUE TO AN INADEQUATE SINKHOLE.Unincorporated 11359 Local Flooding WILL AVE. #3712 STORM SEWER CONSTRUCT 475 FEET OF 15-INCH TO 24-INCH STORM SEWER.192000 YARD FLOODING AND EROSION. Unincorporated 11361 Local Flooding VICTORY DRIVE #1018 STORM SEWER CONSTRUCT 690 FEET OF 12-INCH TO 24-INCH DIAMETER SEWER.248000 BACKYARD FLOODING AT 1018 VICTORY. Unincorporated 11365 Local Flooding MACKENZIE - RAMBLER - ALPINE STORM SEWER CONSTRUCT 1,520 FEET OF 12-INCH TO 27-INCH RCP STORM SEWER.760000 FLOODING OF REAR YARDS. Unincorporated 11366 Local Flooding BRENDA - JUDSON-COLVER-IVY- RAYWOOD STORM SEWER CONSTRUCT 3,650 FEET OF 12-INCH TO 42-INCH RCP STORM SEWER.2192000 YARD FLOODING DUE TO INADEQUATE ROADWAY DRAINAGE.Unincorporated 11368 Erosion CREELMAN PL.- WEBER RD. STORM SEWER CONSTRUCT 420 FEET OF 12-INCH TO 24-INCH STORM SEWER.216000 EROSION AND PONDING BEHIND TWO COMMERCIAL PROPERTIES.Unincorporated 11379 Local Flooding TORIGNEY #11024 STORM SEWER CONSTRUCT 205 FEET OF 12-INCH TO 21-INCH STORM SEWER.112000 YARD FLOODING. Unincorporated 11387 Erosion WOODBROOK DRIVE #5932 STORM IMPROVEMENTS CONSTRUCT 185 FEET OF 12-INCH RCP STORM SEWER AND CONSTRUCT 50 FEET OF 10-FEET WIDE VEGETATED REINFORCED EARTHEN SWALE.76800 YARD EROSION. Unincorporated 11388 Local Flooding DUKE DRIVE #172 STORM SEWER CONSTRUCT 375 FEET OF 21-INCH RCP STORM SEWER .128000 EXCESSIVE STORM DRAINAGE ONTO DUKE DRIVE.Unincorporated 11390 Local Flooding FARO DRIVE AND AREVALO DRIVE STORM SEWER SLIPLINE 180 FEET OF 60-INCH STEEL STORMWATER PIPE WITH 48-INCH PIPE, AND CONSTRUCT 60 FEET OF 15-INCH RCP STORM SEWER.200000 PONDING. Unincorporated 11393 Erosion GRAESER ACRES STORM SEWER CONSTRUCT 510 FEET OF 12-INCH TO 24-INCH RCP STORM SEWERS .184000 STREET RUNOFF BYPASSING INLET AND CAUSING EROSION IN YARDS.Unincorporated 11394 Local Flooding SAPPINGTON RD. AND CONCORD SCHOOL RD. STORM SEWER CONSTRUCT 610 FEET OF 12-INCH TO 21-INCH STORM SEWER. 360000 FLOODING OF YARDS ALONG SAPPINGTON RD. NORTH OF CONCORD SCHOOL RD. Unincorporated 11402 Local Flooding BROUSTER AND TRESTON STORM SEWER CONSTRUCT 1,175 FEET OF 12-INCH TO 30-INCH RCP STORM SEWER .520000 YARD FLOODING. Unincorporated Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11403 Erosion GANDY DRIVE BANK STABILIZATION CONSTRUCT 500 FEET OF 8-FOOT HIGH MODULAR BLOCK RETAINING WALL. 563200 MODERATE RISK STRUCTURAL EROSION TO ONE BRIDGE AND SIX HOMES ON GANDY DRIVE.Unincorporated 11404 Local Flooding BAL HARBOUR TO MOMARTE STORM SEWER CONSTRUCT 2,400 FEET OF 12-INCH TO 72-INCH RCP STORM SEWER .2968000 YARD FLOODING, EROSION, AND DETERIORATED 48-INCH STORM SEWER.Unincorporated 11406 Local Flooding BABLER ROAD #285 STORM SEWER CONSTRUCT 380 FEET OF 12-INCH TO 15-INCH STORM SEWER .136000 YARD EROSION. Unincorporated 11411 Regional Flooding WILDHORSE CREEK RD. (CAU5-A) BUYOUT PURCHASE AND REMOVE HOUSE. 256000 FLOODING FROM 100 YEAR EVENT AFFECTS HOME SOUTHWEST OF WILD HORSE CREEK ROAD BRIDGE OVER CAULKS CREEK. Unincorporated 11414 Local Flooding GLENRICH DRIVE 2300 BLOCK STORM SEWER CONSTRUCT 580 FEET OF 12-INCH TO 30-INCH STORM SEWER .256000 YARD FLOODING ON SIX LOTS. Unincorporated 11417 Erosion FISHPOT CREEK AT BIG BEND WOODS DRIVE BANK STABILIZATION CONSTRUCT 640 FEET OF ROCK BLOCK TOE WALL AND HEAVY STONE REVETMENT BANK STABILIZATION. 1000000 MODERATE RISK CREEK BANK EROSION ALONG PARKING LOT DRIVEWAY AND UNDERMINING OF TWO SANITARY SEWER CREEK CROSSINGS.Unincorporated 11421 Local Flooding CHERYL CT. #12163 STORM SEWER ABANDON EXISTING PRIVATE STORM SEWER AND CONSTRUCT 420 FEET OF 15-INCH RCP STORM SEWER AND APPUTENANCES.158400 YARD AND GARAGE FLOODING FROM INADEQUATE PRIVATE STORM SYSTEM. Unincorporated 11425 Local Flooding DANVERS DR. #1249 AND 1257 STORM SEWER CONSTRUCT 365 FEET OF 12-INCH TO 21-INCH STORM SEWER .120000 YARD FLOODING AND EROSION. Unincorporated 11427 Local Flooding CAROLYNNE DR. #10009 (MAT-35)REPLACE THE EXISTING CULVERT/BRIDGE WITH TWO PARALLEL 6 FT. X 10 FT. BOX CULVERTS.664000 FREQUENT OVERTOPPING OF CAROLYNNE DRIVE BY THE 15 YEAR STORM.Unincorporated 11431 Local Flooding MUELLER COURT STORM SEWER CONSTRUCT 550 FEET OF 12-INCH TO 18-INCH RCP STORM SEWER.184000 YARD FLOODING AND EROSION. Unincorporated 11434 Erosion SUMMERTREE VILLAGE - FISHPOT CREEK BANK STABILIZATION CONSTRUCT 300 FEET OF HEAVY BANK STABILIZATION, AND REPLACE 30 FEET OF RCP STORM SEWER WITH 24- INCH PVC, .960000 BANK EROSION THREATENING CONDOMINIUMS AND ENTRANCE ROAD. Unincorporated 11443 Erosion GASCOGNE COURT EAST STORM SEWER CONSTRUCT 615 FEET OF 12-INCH TO 36-INCH STORM SEWER, ROCK BLANKET, .424000 CREEK EROSION. Unincorporated 11446 Local Flooding SUMMERPLACE CT. TO LIN TEL STORM SEWER CONSTRUCT 1,130 FEET OF 12-INCH TO 24-INCH RCP STORM SEWER.424000 YARD FLOODING. Unincorporated 11448 Erosion STRATHEARN COURT TO STRATHEARN DRIVE BANK STABILIZATION STABILIZE 200 FEET OF STREAM BANK WITH HEAVY STONE REVETMENT. 230400 CREEK EROSION. Unincorporated 11452 Local Flooding LOCUST AVENUE TO MADDOX PLACE STORM SEWER CONSTRUCT 1,985 FEET OF 12-INCH TO 48-INCH RCP STORM SEWER .960000 INADEQUATE ROAD DRAINAGE THROUGHOUT SUBDIVISION.Unincorporated 11460 Erosion LARIMORE PARKWAY TO BIRMINGHAM CT. CHANNEL IMPROVEMENTS (WC- 16A) CONSTRUCT 1,350 FEET OF REINFORCED CONCRETE RETAINING WALLS AND HEAVY STONE REVETMENT BOTTOM.4000000 MODERATE RISK STRUCTURAL EROSION. Unincorporated Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11466 Erosion HURSTGREEN LANE BANK STABILIZATION CONSTRUCT 125 FEET OF 6 FOOT TO 8 FOOT MODULAR BLOCK RETAINING WALL AND A GRADE CONTROL. 248000 EROSION THREATENING STRUCTURES. Unincorporated 11473 Local Flooding LINDBERGH - HWY 21 TO EAST CONCORD CONSTRUCT 10,840 FEET OF 12-INCH TO 84-INCH RCP STORM SEWER.31312000 FREQUENT YARD FLOODING FROM INADEQUATE SINKHOLES.Unincorporated 11475 Local Flooding SAPPINGTON BARRACKS-PEACE HAVEN STORM SEWER CONSTRUCT 620 FEET OF 15-INCH TO 24-INCH DIAMETER STORM SEWERS.288000 YARD FLOODING AND EROSION. Unincorporated 11478 Local Flooding WORTHINGTON DR.-LANGTREE DR. STORM SEWER REMOVE AND REPLACE STORM INFRASTRUCTURE WITH 1,390 FEET OF 30-INCH TO 48-INCH RCP STORM SEWER.992000 EXISTING STORM SEWER IS UNDER CAPACITY, CAUSING STREET AND YARD FLOODING.Unincorporated 11480 Erosion HANNA ROAD NORTH OF VANCE ROAD FLOOD REDUCTION (FIS-01) RAISE 1,000 FEET OF ROADWAY. 3040000 OVERTOPPING OF HANNA ROAD BY 2 YEAR STORM.Unincorporated 11485 Local Flooding HEATHFIELD DRIVE 5100 BLOCK STORM SEWER CONSTRUCT 700 FEET OF 15-INCH STORM SEWER . 208000 YARD FLOODING. Unincorporated 11486 Local Flooding PIEDRAS AND PREMIO STORM SEWER CONSTRUCT 830 FEET OF 15-INCH TO 30-INCH RCP STORM SEWER , ABANDONING 290 FEET OF 12-INCH TO 24-INCH RCP PIPE.512000 INADEQUATE STORM SYSTEM RESULTING IN YARD FLOODING IN COMMON GROUND AND REAR YARDS.Unincorporated 11497 Local Flooding GERALD AND FALLKIRK STORM SEWER CONSTRUCT 820 FEET OF 18-INCH TO 24-INCH DIAMETER STORM SEWER .379200 FLOODING OF DETACHED GARAGE. Unincorporated 11499 Erosion SPANISH BLVD. #12100 CONSTRUCT 1,520 FEET OF 15-INCH TO 36-INCH RCP STORM SEWER AND CURBING.688000 EROSION OF DRAINAGE SWALE. Unincorporated 11500 Erosion WHISPERING HILLS BANK STABILIZATION CONSTRUCT 250 FEET OF 16 FOOT HIGH MODULAR BLOCK RETAINING WALL.556800 CREEK EROSION THREATENING STRUCTURES.Unincorporated 11505 Local Flooding HOMESTEAD TO CINNAMON DR. STORM SEWER CONSTRUCT 740 FEET OF 12-INCH TO 36-INCH STORM SEWER, REPLACING 350 FEET OF 15-INCH STORM SEWER.204800 OVERLAND FLOW CAUSING FLOODING OF DRIVE, YARD, AND POND. Unincorporated 11508 Local Flooding MARTIGNEY CREEK - HOLLYSHIRE TO RINGER (MGT6-110) CONSTRUCT 2040 LF OF 60-INCH RCP . 2512000 FREQUENT FLOODING OF 4257 RINGER ROAD DUE TO INADEQUATE SINKHOLE DRAINAGE.Unincorporated 11513 Local Flooding JUENGEL RD. TO MERITO DR. STORM SEWER CONSTRUCT 1,170 FEET OF 15-INCH TO 24-INCH RCP STORM SEWER .416000 YARD FLOODING DUE TO INADEQUATE ROADWAY DRAINAGE.Unincorporated 11515 Erosion DECHANTAL DR. - BROOKROYAL CT. STORM SEWER CONSTRUCT 1,140 FEET OF 15-INCH TO 27-INCH RCP STORM SEWER.408000 YARD FLOODING AND EROSION. Unincorporated 11516 Regional Flooding CHAPEL HILL - VENARDE STORM IMPROVEMENTS REPLACE EXISTING 36-INCH CULVERT WITH 280 FEET OF 6 X7 PRECAST BOX CULVERT.656000 INADEQUATE ROAD CULVERT CAUSES INFREQUENT BASEMENT FLOODING.Unincorporated 11517 Erosion OZARKGLEN DR. STORM SEWER CONSTRUCT 930 FEET OF 24-INCH TO 30-INCH RCP STORM SEWER.392000 FLOODING AND REAR YARD EROSION. Unincorporated 11518 Local Flooding SUNSET DR. #12610 STORM SEWER CONSTRUCT 400 FEET OF 12-INCH TO 21-INCH RCP STORM SEWER.208000 YARD FLOODING. Unincorporated 11521 Local Flooding GIMLIN - NORMA STORM SEWER CONSTRUCT 650 FEET OF 12-INCH TO 24-INCH RCP STORM SEWERS.216000 MINOR EROSION AND FLOODING OF LOTS/SEPTIC FIELDS.Unincorporated Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11525 Regional Flooding STONE HILL DR. #4700-4736 FLOOD PROTECTION FLOOD PROOF FIVE HOMES TO PROTECT AGAINST 100 YEAR FLOODING FROM ADJACENT STREAM.240000 FREQUENT STREAM FLOODING OF FIVE HOMES.Unincorporated 11526 Local Flooding OAKVILLE TERRACE - GETTYSBURG ESTATES STORM SEWER CONSTRUCT 1,260 FEET OF 15-INCH TO 36-INCH STORM SEWER.512000 YARD FLOODING. Unincorporated 11528 Regional Flooding GEREMMA DR. STORM IMPROVEMENTS (GRG-30) CONSTRUCT 640 FEET OF 60-INCH TO 66-INCH STORM SEWER AND 975 FEET OF 7X3 RCB.3488000 FLOODING OF SEVEN HOMES AND ACCESS RESTRICTIONS TO TWO HOMES.Unincorporated 11529 Erosion BERKSHIRE ESTATES BANK STABILIZATION CONSTRUCT 310 FEET OF HEAVY STONE REVETMENT BANK STABILIZATION. 376000 EROSION OF CREEK BANK AT REAR OF PR0PERTY, APPROXIMATELY 40 FEET FROM STRUCTURE.Unincorporated 11533 Local Flooding SANDERS DR. #2687 STORM SEWER CONSTRUCT 530 FEET OF 24-INCH TO 30-INCH STORM SEWER.280000 YARD FLOODING DUE TO INADEQUATE STORM SEWER.Unincorporated 11534 Erosion WHITEWOOD TRAIL #2643 AND 2649 BANK STABILIZATION CONSTRUCT 105 FEET OF 12 FOOT HIGH BIOSTABILIZATION.160000 EROSION AT SEWER OUTFALL CAUSING YARD EROSION.Unincorporated 11537 Local Flooding BLACK FOREST DR. #2611 STORM SEWER CONSTRUCT 220 FEET OF 48-INCH STORM SEWER. 320000 INADEQUATE SYSTEM CAUSING YARD FLOODING.Unincorporated 11539 Local Flooding SUMMIT ROAD 300 BLOCK STORM SEWERS CONSTRUCT 1,520 FEET OF 12-INCH TO 21-INCH STORM SEWER.656000 INADEQUATE ROADWAY DRAINAGE CAUSES YARD FLOODING AND EROSION.Unincorporated 11540 Local Flooding MENDOZA AVE. - MADRID AVE. STORM SEWER CONSTRUCT 4,420 FEET OF 12-INCH TO 42-INCH STORM SEWER, AND CULVERTS.2512000 STREET AND YARD FLOODING. Unincorporated 11543 Erosion WINDFORD DRIVE #5503 STORM SEWER CONSTRUCT 120 FEET OF 15-INCH STORM SEWER. 54400 EROSION AND YARD FLOODING. Unincorporated 11548 Local Flooding WOODSIDE VILLAGE LN. #973 STORM SEWER CONSTRUCT 130 FEET OF 12-INCH RCP STORM SEWER. 54400 EROSION AND YARD FLOODING Unincorporated 11551 Erosion DEEPWOOD CT. CHANNEL IMPROVEMENTS CONSTRUCT 130 FEET OF 10 FOOT HIGH BIOSTABILIZATION.168000 EROSION IN UNMAINTAINED AREA THREATENING STREET.Unincorporated 11552 Erosion BOGARD CT. - MELISSA JO STORM SEWER CONSTRUCT 90 FEET OF 21-INCH STORM SEWER. 72000 EROSION THREATENING TIE WALL. Unincorporated 11553 Local Flooding WIELAND DR. #5528 STORM SEWER CONSTRUCT 350 FEET OF 12-INCH TO 21-INCH STORM SEWER.168000 YARD FLOODING. Unincorporated 11554 Local Flooding KERTH - MCILROY STORM SEWER CONSTRUCT 560 FEET OF 21-INCH TO 30-INCH STORM SEWER. 344000 YARD FLOODING AND EROSION DUE TO INADEQUATE SYSTEM ALONG THE WEST SIDE OF KERTH ROAD BETWEEN PARROT AND MCILROY.Unincorporated 11555 Local Flooding BIG BEND BLVD. #13331 STORM IMPROVEMENTS CONSTRUCT 285 FEET OF 24-INCH TO 36-INCH STORM SEWER, AND 110 C.Y. OF HEAVY STONE REVETMENT. 243200 STRUCTURAL FLOODING. Unincorporated 11556 Erosion LEMANNS #714 STORM IMPROVEMENTS CONSTRUCT 95 FEET OF 36-INCH STORM SEWER, AND 215 C.Y. OF HEAVY STONE REVETMENT.193600 STRUCTURAL EROSION. Unincorporated 11557 Erosion DUTCH MILL DRIVE AND WEIDMAN ROAD STORM SEWER CONSTRUCT 260 FEET OF 36-INCH STORM SEWER. 206400 STRUCTURAL EROSION. Unincorporated Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11561 Erosion DUTCH MILL RD. #900 BLK. CHANNEL IMPROVEMENT CONSTRUCT 160 FEET OF 20 FOOT HIGH MODULAR BLOCK WALL.488000 CREEK EROSION. Unincorporated 11565 Local Flooding SILVER CREEK LN. #15 STORM SEWER CONSTRUCT 260 FEET OF 12-INCH TO 15-INCH STORM SEWER.88000 YARD FLOODING. Unincorporated 11566 Local Flooding WHITSHIRE DRIVE 2400 BLOCK STORM SEWER CONSTRUCT 190 FEET OF 12-INCH DIAMETER STORM SEWER.68800 REAR YARD FLOODING. Unincorporated 11567 Local Flooding VIMINAL CT. #2339 STORM SEWER CONSTRUCT 370 FEET OF 12-INCH STORM SEWER.158400 REAR YARD FLOODING.Unincorporated 11568 Erosion TARA RIDGE CT. STORM SEWER CONSTRUCT 495 FEET OF 12-INCH TO 36-INCH RCP STORM SEWER.366400 CREEK EROSION THREATENING FENCES AND TIEWALLS.Unincorporated 11570 Erosion GREEN HEDGE DR. #638 BANK STABILIZATION (FEN-20) CONSTRUCT 140 FEET OF 6 FOOT HIGH BIOSTABILIZATION AND GRADE CONTROLS.184000 LOW RISK STRUCTURAL EROSION. Unincorporated 11572 Local Flooding CAROLYNNE DR STORM IMPROVEMENTS (MAT-09)(SSMIP) CONSTRUCT 50 LF OF DOUBLE 3' X 2' RCB CULVERT AND 720 SY ROCK BLANKET 470400 YARD FLOODING AND EROSION Unincorporated 11577 Local Flooding DANTONAIRE PLACE #5600 BLOCK STORM SEWER CONSTRUCT 1,190 FEET OF 12-INCH TO 21-INCH STORM SEWER.512000 YARD FLOODING. Unincorporated 11578 Local Flooding MATTESE CREEK - TESSON FERRY TO CHERYL CHANNEL IMPROVEMENTS WIDEN CHANNEL AND CONSTRUCT 1,480 FEET OF MODULAR BLOCK WALLS. 3360000 DAMAGE TO PROPERTY DUE TO FLOODING AND FAILING GABION WALLS. Unincorporated 11581 Erosion MATTESE CREEK - ROXANNA TO SAPPINGTON (MAT-37) CHANNEL IMPROVEMENTS CONSTRUCT 115 FEET OF 12-INCH TO 24-INCH STORM SEWER, AND 655 FEET OF BANK STABILIZATION. 4345600 CREEK EROSION. Unincorporated 11582 Local Flooding FRANRU LANE STORM SEWER (MGT1- 110) CONSTRUCT 1,735 FEET OF 15-INCH TO 54-INCH STORM SEWER. 1456000 FREQUENT FLOODING OF ONE PROPERTY AND HIGH RISK EROSION ON ONE MISCELLANEOUS STRUCTURE DUE TO ACTIVE SINKHOLES.Unincorporated 11584 Local Flooding MASSABIELLE DRIVE #4228 STORM SEWER CONSTRUCT 140 FEET OF 12-INCH RCP STORM SEWER. 80000 REAR YARD DRAINS TOWARD THE HOUSE. Unincorporated 11586 Local Flooding FIRELIGHT DR. #4531 STORM SEWER CONSTRUCT 610 FEET OF 12-INCH TO 18-INCH STORM SEWER .224000 YARD FLOODING. Unincorporated 11590 Local Flooding BARRETT STATION ROAD #2798 STORM SEWER CONSTRUCT 150 FEET OF 12-INCH RCP STORM SEWER AND TWO STRUCTURES.40000 INFREQUENT STORMS CREATE MINOR YARD WATER PONDING ISSUES.Unincorporated 11596 Local Flooding KRAMPER LN. #11855 CONSTRUCT 635 FEET OF 27-INCH TO 42-INCH RCP AND 60 FEET OF 5 X 2 REINFORCED CONCRETE BOX CULVERT AND APPUTENANCES.459200 YARD FLOODING. Unincorporated 11601 Local Flooding QUAIL RUN DRIVE STORM IMPROVEMENTS CONSTRUCT 515 FEET OF 12-INCH DIAMETER STORM SEWER . 216000 STORMWATER PONDING AND EROSION IN YARDS AT #10224 AND #10236 QUAIL RUN DRIVE.Unincorporated 11602 Erosion HANNA OAKS - BRIARHURST BANK STABILIZATION CONSTRUCT 1,200 FEET OF BANK STABILIZATION WITH GRADE CONTROLS.1920000 CREEK EROSION IN SUBDIVISIONS AND ON SWIM CLUB PROPERTY.Unincorporated Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11605 Local Flooding MILD DRIVE #5323 STORM SEWER CONSTRUCT 500 FEET OF 15-INCH TO 30-INCH RCP STORM SEWER. 184000 DRAINAGE SWALE CAUSES YARD FLOODING AND INFREQUENT STRUCTURAL FLOODING. Unincorporated 11607 Erosion JOHANNA DRIVE #1036 STORM SEWER CONSTRUCT 410 FEET OF 12 TO 18-INCH STORM SEWER.145600 YARD EROSION. Unincorporated 11609 Local Flooding VALMEYER DRIVE #4625 FLOODPROOFING FLOODPROOF HOUSE. 32000 INFREQUENT FLOODING OF HOUSE DUE TO SINKHOLE.Unincorporated 11610 Regional Flooding THEISS ROAD #4390 PROPERTY BUYOUT (MAT-06) PROPERTY BUYOUT. 1152000 FREQUENT FLOODING OF FOUR OUTBUILDINGS, INFREQUENT FLOODING OF HOUSE.Unincorporated 11624 Local Flooding MUSIC LANE - VALMEYER DRIVE STORM SEWER CONSTRUCT 820 FEET OF 15-INCH TO 21-INCH DIAMETER STORM SEWER.304000 FLOODING OF PROPERTY BY OVERLAND FLOW.Unincorporated 11625 Local Flooding OAKBRIER DR. #4838 STORM SEWER CONSTRUCT 520 FEET OF 12-INCH TO 21-INCH RCP STORM SEWER.232000 YARD AND STREET FLOODING. Unincorporated 11626 Local Flooding TOWNE SOUTH - DORBENDALE STORM SEWER CONSTRUCT 640 FEET OF 42-INCH TO 48-INCH RCP STORM SEWER.768000 BASEMENT AND STREET FLOODING, MODERATE RISK STRUCTURAL EROSION.Unincorporated 11627 Local Flooding BRUNSTON DR. #4719 STORM SEWER REPLACEMENT CONSTRUCT 390 FEET OF 18-INCH TO 21-INCH RCP STORM SEWER.208000 INADEQUATE STORM SEWER SYSTEM. Unincorporated 11628 Local Flooding LIMNORE DR. #4065 CONSTRUCT 2,030 FEET OF 18-INCH TO 54-INCH RCP STORM SEWER.1952000 YARD AND BASEMENT FLOODING FROM INADEQUATE SINKHOLES.Unincorporated 11631 Erosion ST. FRANCIS OF ASSISI CHURCH STREAMBANK STABILIZATION (MGT2- 120) CONSTRUCT 200 FEET OF 10-FOOT HIGH RETAINING WALL WITH 10 FOOT HIGH COMPOSITE REVETMENT ABOVE.475200 HIGH RISK EROSION OF ONE MISCELLANEOUS STRUCTURE AT ST. FRANCIS OF ASSISSI CHURCH.Unincorporated 11632 Local Flooding BURNCOATE DR. - STALLARD CT. STORM SEWER (MGT2-125) CONSTRUCT 680 FEET OF 66-INCH DIAMETER RCP STORM SEWER AND SIX STRUCTURES. 864000 INFREQUENT BASEMENT FLOODING OF THREE HOMES ON BURNCOATE DUE TO INADEQUATE STORM SEWER.Unincorporated 11634 Local Flooding HOLLOW OAK COURT #5408 STORM IMPROVEMENT CONSTRUCT 735 FEET OF 12-INCH TO 21-INCH DIAMETER STORM SEWER.240000 YARD FLOODING. Unincorporated 11644 Erosion SUSON HILL - GREEN TRACE BANK STABILIZATION CONSTRUCT 430 FEET OF MODULAR BLOCK WALL BANK STABILIZATION, GRADE CONTROLS, AND AREA INLET.976000 EROSION IN BACK YARDS AND COMMON GROUND Unincorporated 11946 Erosion TOWNE CENTRE DR 4799 STREAMBANK STABILIZATION CONSTRUCT 145 FEET OF MODULAR BLOCK WALL AND 50 FEET OF HEAVY STONE REVETMENT.272000 EROSION IN COMMON GROUND. Unincorporated 11963 Local Flooding BUTLER BEND DRIVE 5114 - 5120 STORM SEWER CONSTRUCT 410 FEET OF 12-INCH TO 24-INCH STORM SEWER.184000 YARD FLOODING AND EROSION DUE TO OVERLAND FLOW.Unincorporated 12746 Local Flooding MOMBERT DR STORM SEWER CONSTRUCT 1,500 FEET OF 12-INCH TO 36-INCH STORM SEWER. 952000 FREQUESNT ROADWAY AND STRUCTURAL FLOODING AT 40 MOMBERT DRIVE. Unincorporated 12749 Erosion MONTE CARLO DR 11263 STORM IMPROVEMENT CONSTRUCT 200 FEET OF 12-INCH STORM SEWER. 80000 STORMWATER FLOWS CAUSING EROSION ALONG BUILDING WALL.Unincorporated Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 12752 Erosion FOXWICK DR BANK STABILIZATION CONSTRUCT 800 FEET OF 8-FOOT HIGH MODULAR BLOCK RETAINING WALL.824000 STREAMBANK EROSION IMPACTING 8 PROPERTIES.Unincorporated 12783 Erosion HUDSON DR. #2234 BANK STABILIZATION CONSTRUCT 120 FEET OF 14 FOOT HIGH STONE REVETMENT BANK STABILIZATION.240000 CREEK BANK EROSION THREATENING HOME AND YARD.Unincorporated 12811 Local Flooding FAWNDALE DRIVE 10102 STORM SEWER CONSTRUCT 90 FEET OF 12-INCH STORM SEWER AND NEW INLET.76800 OVERLAND STRUCTURE FLOODING AND YARD PONDING.Unincorporated 12827 Local Flooding BERWICK DRIVE STORM IMPROVEMENTS CONSTRUCT 420 FEET OF 12-INCH STORM SEWER, AREA INLET, AND CURB INLET.137600 OVERLAND FLOW INTO RESIDENTIAL BASEMENT.Unincorporated 12917 Erosion SPARROWWOOD - JAYWOOD BANK STABILIZATION CONSTRUCT 1,820 LINEAR FEET OF 10-FOOT TO 12- FOOT HIGH HEAVY STONE REVETMENT BANK STABILIZATION.2624000 STREAM BANK AND YARD EROSION THREATENING STRUCTURES. Unincorporated 10204 Erosion AMHERST - BLACKBERRY 7500 BLOCK CHANNEL IMPROVEMENTS (UCMB-120) CONSTRUCT 655 FEET OF 6 TO 15 FOOT HIGH BLOCK WALL AND 100 FEET OF BIOSTABILIZED BANK. 896000 EROSION THREATENING FENCE AT #7591 AMHERST. University City 10316 Erosion OLIVE 8200 BLOCK BANK STABILIZATION (UCSW-110) DESIGN AND CONSTRUCT APPROXIMATELY 130 FEET OF CONCRETE RETAINING WALL, 605 FEET OF COMPOSITE REVETMENT, 125 FEET OF BIOSTABILIZATION, 300 FEET OF ROCK BLOCK TOE, 605 FEET OF HEAVY STONE REVETMENT, AND 15 FEET OF 15-INCH STORM SEWER 1024000 EROSION THREATENING PARKING LOT AND FENCE ON PROPERTY AT 8144 AND 8162 OLIVE BOULEVARD. University City 11308 Maintenance PENNSYLVANIA TO KINGSLAND CHANNEL REHABILITATION REPLACE 1,610 FEET OF CONCRETE CHANNEL DOWNSTREAM OF PENNSYLVANIA AVENUE.5456000 DETERIORATED RIP RAP AND CONCRETE CHANNEL CONSTRUCTED IN THE 1930'S.University City 11310 Erosion MILAN AVENUE STORM SEWER CONSTRUCT 400 FEET OF 15-INCH TO 18-INCH RCP STORM SEWERS .192000 YARD PONDING AND EROSION. University City 11312 Local Flooding JACKSON AVE. AND AHERN AVE. STORM SEWER CONSTRUCT 645 FEET OF 12-INCH TO 18-INCH RCP STORM SEWER .296000 YARD FLOODING AND PONDING. University City 11454 Local Flooding BALSON TO STANFORD STORM SEWER CONSTRUCT 970 FEET OF 18-INCH TO 30-INCH RCP STORM SEWER.376000 YARD PONDING. University City 11458 Local Flooding AMHERST #7059 STORM SEWER CONSTRUCT 690 FEET OF 12-INCH TO 21-INCH RCP STORM SEWER TO SEPARATE THE COMBINED SEWER. 568000 BASEMENT AND STREET FLOODING University City 11459 Local Flooding CORNELL #7117 STORM SEWER REPLACE 80 FEET OF EXISTING STORM AND COMBINED SEWERS WITH 15-INCH SEWERS.91200 YARD PONDING AND WATER BACKUPS. University City 11441 Erosion CRESCENT RD. AT CRESCENT VALLEY CT. CULVERT REPLACEMENT (FIS-23) REPLACE THE EXISTING 4' X 6' RCP BOX CULVERT WITH AN 8' X 12' RCP BOX CULVERT. 192000 FREQUENT OVERTOPPING OF CRESCENT ROAD BY THE 2 YR STORM. Valley Park 10724 Local Flooding PAGE #8227 STORM SEWER DESIGN AND CONSTRUCT APPROXIMATELY 735 FEET OF 12-INCH TO 18-INCH DIAMETER REINFORCED CONCRETE PIPE STORM SEWER AND APPURTENANCES.408000 YARD FLOODING. Vinita Park 11309 Local Flooding MONROE 8200 BLOCK STORM SEWER CONSTRUCT 1030 FEET OF 12-INCH TO 24-INCH RCP STORM SEWERS .544000 PONDING IN YARD AND FLOODING IN BASEMENT Vinita Park Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11449 Regional Flooding PAGE AVE. 8500 BLOCK STORM IMPROVEMENTS CONSTRUCT 560 FEET OF 72-INCH RCP AND 300 FEET OF 10 FOOT BY 5 FOOT RCB CULVERT . CONSTRUCT REINFORCED CONCRETE CHANNEL, REINFORCED CONCRETE VERTICAL WALL, AND PLACE HEAVY STONE REVETMENT.3200000 CREEK BANK EROSION AT TWO COMMERCIAL PROPERTIES AND INFREQUENT FLOODING OF ONE COMMERCIAL PROPERTY. Vinita Park 11205 Local Flooding DEARBORN DR. STORM SEWER CONSTRUCT 365 FEET OF 15-INCH STORM SEWER . 264000 OVERLAND FLOW RESULTING IN REAR YARD PONDING, EROSION AND FLOODING.Warson Woods 12750 Erosion DEARBORN DR 1485 BANK STABILIZATION CONSTRUCT 180 FEET OF 7-FOOT HIGH VEGETATED MODULAR BLOCK WALL.328000 DETERIORATING GABION WALL. Warson Woods 10340 Erosion KIRKHAM & THORNTON - SHADY GROVE CREEK BANK STABILIZATION DESIGN AND CONSTRUCT APPROXIMATELY 100 FEET OF ROCK BLOCK TOE, 215 FEET OF ROCK BLOCK TOE WITH COMPOSITE REVETMENT, 140 FEET OF MODULAR BLOCK WALL, 65 FEET OF ROCK GRADE CONTROL, AND 40 FEET OF ROCK LINED SWALE.731200 STREAM BANK EROSION. Webster Groves 11027 Local Flooding YORKSHIRE PLACE AND WEST JACKSON ROAD STORM SEWER CONSTRUCT 675 FEET OF 15-INCH TO 30-INCH STORM SEWER.368000 Yard flooding. Webster Groves 11177 Local Flooding GRAY AVE. - CEDAR AVE. - GORE AVE. STORM SEWER CONSTRUCT 1,420 FEET OF 5X5 RCB, 840 FEET OF 60- INCH RCP, AND 700 FEET OF 36-INCH RCP. 4672000 INADEQUATE SINKHOLE AND STORM SEWER CAUSES YARD AND BASEMENT FLOODING. Webster Groves 11198 Local Flooding PORTLAND TERRACE - PLANT AVENUE STORM SEWER CONSTRUCT 3,130 FEET OF 12-INCH TO 54-INCH STORM SEWER.3888000 FLOODING AND PONDING IN REAR YARDS DUE TO SINKHOLES.Webster Groves 11200 Regional Flooding SHADY GROVE SOUTH CHANNEL IMPROVEMENT PHASE II (DCSG-110) BUYOUT 6 FLOODPRONE PROPERTIES. 3472000 FREQUENT FLOODING OF 18 PROPERTIES AND EMERGENCY ACCESS RESTRICTIONS AT 10 PROPERTIES.Webster Groves 11344 Local Flooding BIG BEND #9435 STORM SEWER CONSTRUCT 640 FEET OF 18-INCH RCP STORM SEWER .256000 YARD FLOODING. Webster Groves 11347 Local Flooding CAMELIA AND VIOLET STORM SEWER CONSTRUCT 1,500 FEET OF 15-INCH TO 60-INCH RCP STORM SEWER.1472000 YARD FLOODING. Webster Groves 11465 Local Flooding SOUTH FOREST AND SELMA STORM RELIEF CONSTRUCT 3,500 FEET OF 18 INCH TO 48 INCH RELIEF SEWER ALONG SELMA AVENUE DEEP ENOUGH(25'+/-) TO PROVIDE RELIEF TO NUMEROUS SINKHOLES IN THE AREA.9600000 FLOODING DUE TO INADEQUATE SINKHOLES IN THE AREAS OF SOUTH FOREST, PARK AVENUE, SOUTH PARK AVENUE, EDGAR ROAD, AND HOLMES.Webster Groves 11882 Local Flooding GLENDALE & BROOKRIDGE STORMWATER CULVERT REPLACEMENT REPLACE EXISTING CULVERT WITH 490 FEET OF 10 BY 5 FOOT REINFORCED CONCRETE BOX CULVERT. 1712000 UNDERSIZED BOX CULVERT CAUSING FREQUENT STREET FLOODING AND INFREQUENT BASEMENT FLOODING.Webster Groves 12915 Local Flooding E JACKSON 443 PROPERTY ACQUISITION BUYOUT OF ONE SINGLE FAMILY RESIDENCE. 1040000 BASEMENT FLOODING DUE TO LIMITED SINKHOLE CAPACITY.Webster Groves 11519 Erosion RIDGE BEND DR. #1601 STORM IMPROVEMENTS CONSTRUCT 275 FEET OF 12-INCH TO 15-INCH RCP STORM SEWERS.104000 YARD EROSION FROM SURFACE RUNOFF. Wildwood 11616 Erosion TURNBERRY PLACE DRIVE BANK STABILIZATION CONSTRUCT 400 FEET OF 8 FOOT HIGH ROCK BLOCK WALL.544000 MODERATE RISK STRUCTURAL EROSION. Wildwood Project Number Category Project Name Scope of Work Conceptual Project Cost Problem Description Municipality Desc 11648 Local Flooding ROLAND AVE. - HILLCREST BLVD. STORM SEWER PHASE I (FIS-29) CONSTRUCT 1,760 FEET OF 60-INCH TO 66-INCH RCP STORM SEWER.2928000 FREQUENT FLOODING OF UP TO 33 HOMES BY OVERLAND FLOW.Winchester