| Hodges Village Dam, French River | |||||||||
| Drainage Area: | 31 sq. miles  | ||||||||
| Channel Capacity: | 525 cfs | ||||||||
| Storage at Spillway Crest: | 8 in / 13,250 ac-ft | ||||||||
| Normal Pool: | 0 Feet | ||||||||
| Gate Settings for July 11, 2026 11:11 am | Gate 1 | Gate 2 | Gate 3 | Gate 4 | Gate 5 | Gate 6 | Gate 7 | Gate 8 | |
| 2.0 | 2.0 | ||||||||
| Date Time (Eastern) |
Pool (ft) |
Storage (%) |
Storage (ac-ft) |
Tailwater (ft) |
Flow (cfs) |
Inflow (cfs) |
Precip (in) |
| Jul-13 02:30 am | 2.59 | 0.1 | 12 | 0.89 | 8 | 8 | 1.90 |
| Jul-13 01:30 am | 2.59 | 0.1 | 12 | 0.89 | 8 | 8 | 1.90 |
| Jul-13 12:30 am | 2.59 | 0.1 | 12 | 0.89 | 8 | 8 | 1.90 |
| Jul-12 11:30 pm | 2.59 | 0.1 | 12 | 0.88 | 8 | 8 | 1.90 |
| Jul-12 10:30 pm | 2.59 | 0.1 | 12 | 0.88 | 8 | 8 | 1.90 |
| Jul-12 09:30 pm | 2.58 | 0.1 | 12 | 0.88 | 8 | 7 | 1.90 |
| Jul-12 08:30 pm | 2.58 | 0.1 | 12 | 0.88 | 8 | 7 | 1.90 |
| Jul-12 07:30 pm | 2.58 | 0.1 | 12 | 0.87 | 7 | 7 | 1.90 |
| Jul-12 06:30 pm | 2.58 | 0.1 | 12 | 0.87 | 7 | 7 | 1.90 |
| Jul-12 05:30 pm | 2.58 | 0.1 | 12 | 0.87 | 7 | 7 | 1.90 |
| Jul-12 04:30 pm | 2.58 | 0.1 | 12 | 0.87 | 7 | 7 | 1.90 |
| Jul-12 03:30 pm | 2.58 | 0.1 | 12 | 0.87 | 7 | 7 | 1.90 |
| Jul-12 02:30 pm | 2.58 | 0.1 | 12 | 0.88 | 8 | 7 | 1.90 |
| Jul-12 01:30 pm | 2.58 | 0.1 | 12 | 0.88 | 8 | 7 | 1.90 |
| Jul-12 12:30 pm | 2.59 | 0.1 | 12 | 0.88 | 8 | 8 | 1.90 |
| Jul-12 11:30 am | 2.59 | 0.1 | 12 | 0.89 | 8 | 8 | 1.90 |
| Jul-12 10:30 am | 2.61 | 0.1 | 13 | 0.89 | 8 | 8 | 1.90 |
| Jul-12 09:30 am | 2.61 | 0.1 | 13 | 0.90 | 8 | 8 | 1.90 |
| Jul-12 08:30 am | 2.61 | 0.1 | 13 | 0.91 | 9 | 8 | 1.90 |
| Jul-12 07:30 am | 2.62 | 0.1 | 13 | 0.91 | 9 | 8 | 1.90 |
| Jul-12 06:30 am | 2.62 | 0.1 | 13 | 0.91 | 9 | 9 | 1.90 |
| Jul-12 05:30 am | 2.62 | 0.1 | 13 | 0.91 | 9 | 9 | 1.90 |
| Jul-12 04:30 am | 2.62 | 0.1 | 13 | 0.91 | 9 | 9 | 1.90 |
| Jul-12 03:30 am | 2.62 | 0.1 | 13 | 0.92 | 9 | 9 | 1.90 |
| Jul-12 02:30 am | 2.64 | 0.1 | 13 | 0.92 | 9 | 9 | 1.90 |
| Maximum 24 Hour Drawdown Rate (5 feet/day): 6 cfs + Inflow (8 cfs) = 14 cfs | |||||||
| Report Generated July 13, 2026 03:04 am | |||||||