optelev Real Time Data with Optimum Water Control Elevations Run Time = 06MAY2026 @ 14:38 THIS DATA IS PROCURED THROUGH AUTOMATED PROCESSES AND IS UNVALIDATED. THIS DATA SHOULD NOT BE USED AS OFFICIAL DATA. __________________________________________________________________________________________________ | Structure | Canal or Water Body | Optimum Water- |Realtime |Realtime |Structure | Target | | | | Control Elevation |Elevation|Flow |Capacity | Flow | | | | (FT-NGVD) |(FT-NGVD)|(CFS) |(cfs) | (cfs) | |___________|_______________________|____________________|_________|_________|__________|________| |________________________________________________________________________________________________| | S-77 HW | Lake Okeechobee | Lake Level | 11.40 | 702 | 9,300 | -NR- | | S-77 TW | Caloosahatchee River | 10.6-11.5 | 10.58 | | | | | S-77 Blw | Caloosahatchee River | 10.6-11.5 | 10.65 | 668 | | | | S-78 HW | Caloosahatchee River | 10.6-11.5 | 10.66 | | | | | S-78 TW | Caloosahatchee River | 2.8-3.2 | 2.96 | 170 | 8,660 | | | S-79 HW | Caloosahatchee River | 2.8-3.2 | 3.21 | | | | | S-79 TW | Caloosahatchee River | *Gate Overtop @4.2 | 2.19 | 298 | 28,900 | -NR- | |___________|_______________________|____________________|_________|_________|__________|________| | S-308 HW | Lake Okeechobee | Lake Level | 11.44 | 0 | 14,800 | | | S-308 TW | St. Lucie Canal | 14.0-14.5 | 12.22 | | | | | S-308 Blw | St. Lucie Canal | 14.0-14.5 | -NR- | -120 | | | | S-80 Abv | St. Lucie Canal | 14.0-14.5 | 10.89 | | 16,900 | | | S-80 HW | St. Lucie Canal | 14.0-14.5 | 12.26 | 0 | 16,900 | -NR- | | S-80 TW | St. Lucie Canal | Less than 3.2 | 1.55 | | | | | South Fork| St. Lucie Canal | Less than 3.0 | -NR- | | | | |___________|_______________________|____________________|_________|_________|__________|________| | S-271 HW | Levee8/Canal Point | Lake level | -NR- | -N | 1,000 | | S-271 TW | Levee8/Canal Point | 12.0-15.0 | 11.42 | | | | S-2 HW | Hillsboro/N New River | 10.0-13.0 | 10.00 | 0 | 3,600 | | S-2 TW | Lake Okeechobee | ------------------ | 11.58 | | | | S-3 HW | Miami Canal | 10.0-13.0 | 11.16 | 0 | 2,580 | | S-3 TW | Lake Okeechobee | ------------------ | 11.55 | | | | S-4 HW | Canal 20 | 9.5-14.0 | 11.02 | 0 | 2,805 | | S-4 TW | Lake Okeechobee | ------------------ | 11.64 | | | | S-5A HW | West Palm Beach Canal | 9.0-13.0 Note3 | 9.94 | 0 | 4,800 | | S-5AE | Levee and Canal 8 | 12.0-18.0 | | | 700 | | S-5AW | Levee and Canal 8 | 9.0-13.0 | | | 700 | | S-5AS | Levee and Canal 8 | 12.0-18.0 | | | 2,000 | | S-6 HW | Hillsboro Canal | 8.0-13.0 Note3 | 9.56 | 0 | 2,925 | | S-6 TW | Hillsboro Canal | ------------------ | 14.48 | | | | S-7 HW | L-5 C/STA 3/4 Dis C | 8.7-12.5 Note3 | -NR- | -68 | 2,490 | | S-7 TW | N New River Canal | ------------------ | -NR- | | | | S-8 HW | L-5 C/STA 3/4 Dis C | 9.0-12.5 Note3 | 11.05 | 0 | 4,160 | | S-8 TW | Miami Canal | ------------------ | -NR- | | | | S-47D HW | Canal 19 | 12.0-13.0 | 10.73 | 75 | 945 | | S-47D TW | Canal 19 | ------------------ | 10.71 | | | | S-47B HW | Canal 19 | 13.0-15.4 Note3 | 11.39 | 0 | 400 | | S-47B TW | Canal 19 | ------------------ | 10.63 | | | | S-65E HW | Kissimmee River | Note 1 | 21.05 | 167 | 26,000 | | S-65E TW | Kissimmee River | Note 1 | 11.31 | | | | S-65EX1 | Kissimmee River | Next to S-65E | | 0 | | | S-71 | Canal 41 | Note 1 | | | 6,800 | | S-72 | Canal 40 | Note 1 | | | 3,800 | | S-76 | Levee and Canal 8 | 12.0-15.0 Note2 | | | 1,000 | | S-84 HW | Canal 41A | Note 1 | 24.25 | -NR- | 9,000 | | S-84 TW | Canal 41A | Note 1 | 11.42 | | | | S-127 HW | L-48 Borrow Canal | 13.25-14.0 | 12.45 | 0 | 625 | | S-129 HW | L-49 Borrow Canal | 12.75-13.5 | -NR- | 0 | 375 | | S-131 HW | L-50 Borrow Canal | 12.75-13.5 | 12.48 | 0 | 250 | | S-133 HW | L-D4 Borrow Canal | 13.25-14.0 | 12.91 | 0 | 625 | | S-135 HW | L-47 Borrow Canal | 13.25-14.0 | 11.40 | 0 | 500 | | S-153 HW | L-65 Borrow Canal | 18.6-19.1 | 18.93 | 0 | 4,400 | | S-153 TW | L-65 Borrow Canal | ------------------ | 12.10 | | | | S-154 HW | L-62 Borrow Canal | 21.8-23.8 | 17.52 | -NR- | 1,000 | | S-154 TW | L-62 Borrow Canal | ------------------ | 11.33 | | | | S-169W HW | Industrial Canal | 13.7-15.6 Note 2 | -NR- | -N | 625 | | S-191 HW | C-59 and L-62(N) and | 18.0-19.7 | 18.75 | 0 | 7,440 | | | L-63(S) Borrow Canal | | | | | | S-192 | Taylor Creek | 18.0-19.7 | | | 30 | | S-235 HW | L-D1 Borrow Canal | 10.0-14.0 | 11.15 | 0 | 200 | | | Connector | | | | | | S-236 HW | S Fla Cons Dist Canal2| 12.5-13.5 | | 0 | 255 | |___________|_______________________|____________________|_________|_________|__________| Note 1: See SOM Vol 2 - Kissimmee River-Lake Istokpoga Basin Note 2: Same as Lake Okeechobee when lake levels are below bottom of range Note 3: Divide structure upstream