Spreadsheet: 042a9996-e291-499c-a249-8b809dc76374
Sheet: Sheet1

Unnamed: 0 | Unnamed: 1 | Unnamed: 2 | Conlock liner = $45/SY;  grading = $15/CY; | Unnamed: 4 | Unnamed: 5 | Unnamed: 6 | ESTIMATED | Unnamed: 8 | Unnamed: 9 | Unnamed: 10
 |  |  |  |  |  |  | TOTAL
 |  | Project MAP ID # | Project Description | Project Solution Proposed | [NAME] Costs | Est Hard Cost | CAPITAL |  |  | Problem Level Reported
 |  |  |  |  |  |  | COST
MDUS 5-year CIP
MDUS Fee Creation |  |  |  |  | 100000 | 0 | 100000 |  |  | primary structure flooded
Holly Springs Channel |  | 1 | erosion and nuisance water, I house flooded; failing culverts | Channel liner from Dahlberg to Bull Br Creek + new culverts | 100800 | 672000 | 772800 |  |  | secondary structure flooded
Laurel  / Sams St |  | 2 | lot to lot drainage | grading, yard drains | 2250 | 15000 | 17250 |  |  | property damage
Old [NAME]  / UP RR |  | 3 | failing culverts | culvert replacement | 3000 | 20000 | 23000 |  |  | nuisance
Upper Gravel Pit Draw - Old Thorndale Rd |  | 4 | [NAME] and chanel improvements |  | 15000 | 100000 | 115000 |  |  | public safety
Mockingbird / 4th |  | 5 | Standing water | grading, yard drains | 1500 | 10000 | 11500
[NAME] |  | 6 | poorly draining street | grading, storm drain | 3000 | 20000 | 23000
2nd / Main |  | 7 | accumulation at SE corner - Tobak | new inlets, storm drain extension | 3750 | 25000 | 28750
1st / Main St |  | 8 | poorly draining street | new inlets, storm drain extension | 3000 | 20000 | 23000
2nd / [NAME] |  | 9 | culverts under 2nd St | 2nd St improvements | 3750 | 25000 | 28750
Booth / Oak |  | 10 | poor drainage behind compress | new inlets, storm drain extension, grading | 10500 | 70000 | 80500
[NAME] |  | 11 | poorly draining street | grading, channel work | 30000 | 200000 | 230000
107 W [NAME] |  | 12 | Street drainage across yard | grading, lined channel | 6000 | 40000 | 46000
[NAME] to 1st St |  | 13 | upstream inlets; Dickey Ph3 Area, under RR tracks |  | 90000 | 600000 | 690000
Rio Grande @ [NAME] |  | 14 | Low water crossing | New bridge | 225000 | 1500000 | 1725000
[NAME] |  | 15 | Must Cr to 2nd St incl RR track crossing |  | 120000 | 800000 | 920000
[NAME] |  | 16 | Erosion at Must Cr | slope stabilization | 2250 | 15000 | 17250
[NAME] RR tracks |  | 17 | near Our Lady of Guadalupe Rec park across [NAME] to Must Cr |  | 60000 | 400000 | 460000
[NAME] track |  | 18 | MC Ind Park to N of 2nd Street, incl [NAME], Franklin, 1st St |  | 75000 | 500000 | 575000
Airport at [NAME] |  | 19 | erosion scour |  | 6000 | 40000 | 46000
Debus St |  | 20 | [NAME] to [NAME] | new storm drain | 52500 | 350000 | 402500
[NAME] channel |  | 21 | MC Trib #1 to [NAME] | channel and culverts | 22500 | 150000 | 172500
[NAME] to Kent |  | 22 | channel |  | 37500 | 250000 | 287500
[NAME] |  | 23 | culverts |  | 18000 | 120000 | 138000
Kingston / Summit |  | 24 | poorly draining streets, lot grading | new storm drain and grading | 11250 | 75000 | 86250
Sloan @ 3rd St |  | 25 | poorly draining streets, lot grading | new culverts | 4500 | 30000 | 34500
 |  | 26 |  |  |  |  | 0
4th @ Victoria |  | 27 | channel | slope stabilization, rip-rap | 2250 | 15000 | 17250
2nd @ Doak |  | 28 | 2nd St flooding structure | 2nd St improvements; culvert & grading channel | 7500 | 50000 | 57500
Kimbro @ 6th |  | 29 | channel | regrade, line channel | 7500 | 50000 | 57500
Kimbro @ 7th |  | 30 | Runoff jumping curb | new storm drain and inlet | 0 |  | 0
Edmond  / Mills |  | 31 | 7th to McLain channel, culverts | new channel and culverts | 52500 | 350000 | 402500
Bel Air  / Kirk St |  | 32 | poorly graded street and lots | regrade street and storm drain and inlets | 22500 | 150000 | 172500
[NAME] |  | 33 | channel, culverts | regrade, line channel and new culverts | 52500 | 350000 | 402500
Paula / Medical Pkwy |  | 34 | lot grading; water in homes at least 2 reported on [NAME] | new channel and storm drain with inlets | 22500 | 150000 | 172500
[NAME] at Bull Br Trib |  | 35 | low water crossing culverts | new 10-yr culverts | 82200 | 548000 | 630200
[NAME] |  | 36 | groundwater | french drain | 3000 | 20000 | 23000
Oaklawn @ Bull Br Trib |  | 37 | poor street drainage | new storm drain, inlets, grading to Bull Br | 12000 | 80000 | 92000
Stoneridge @ Arbor Oak |  | 38 | poor street drainage | new inlet and storm drain to trib | 6000 | 40000 | 46000
Drainage Study - Gravel Pit Draw |  | 39 | hydraulic anlysis to determine needed improvements |  | 25000 | 0 | 25000
Drainage Study - Must Cr Trib #1 |  | 40 | hydraulic anlysis to determine needed improvements |  | 25000 | 0 | 25000
Drainage Study - Mustang Creek |  | 41 | hydraulic anlysis to determine needed improvements | to include City Lake | 100000 | 0 | 100000
Drainage Study - Bull Branch Update |  | 42 | hydraulic anlysis to determine needed improvements |  | 20000 | 0 | 20000
Drainage Study - Railroad Lake Draw |  | 43 | hydraulic anlysis to determine needed improvements |  | 20000 | 0 | 20000
Drainage Study - Flood Hazard Mitigation |  | 44 | City wide to determine regional pond locations, flood mitigation |  | 20000 | 0 | 20000
Bull Branch Trib Erosion |  | 45 | erosion and scour from Lake Dr to [NAME] | slope stabilization | 60000 | 400000 | 460000
[NAME] at RR tracks |  | 46 | north side culvert | slope stabilization | 3750 | 25000 | 28750
[NAME] trib |  | 47 | old culverts | new culverts & headwalls | 18000 | 120000 | 138000
 |  |  |  |  | 0 | 0 | 0
 |  |  |  |  | 1569250 | 8395000 | 9964250
NEW PROBLEM AREAS:
909 West 3rd to 913; lack of bar ditch or culverts on sout side of 3rd. Water under houses