| Thomaston Dam, Naugatuck River | |||||||||
| Drainage Area: | 97 sq. miles  | ||||||||
| Channel Capacity: | 3,500 cfs | ||||||||
| Storage at Spillway Crest: | 8.1 in / 42,000 ac-ft | ||||||||
| Normal Pool: | 0 Feet | ||||||||
| Gate Settings for April 10, 2026 07:16 am | Gate 1 | Gate 2 | Gate 3 | Gate 4 | Gate 5 | Gate 6 | Gate 7 | Gate 8 | |
| 3.0 | 3.0 | ||||||||
| Date Time (Eastern) |
Pool (ft) |
Storage (%) |
Storage (ac-ft) |
Tailwater (ft) |
Flow (cfs) |
Inflow (cfs) |
| Apr-13 03:30 am | 7.92 | 0.0 | 26 | 2.29 | 133 | 131 |
| Apr-13 02:30 am | 8.82 | 0.0 | 35 | 2.29 | 133 | 146 |
| Apr-13 01:30 am | 7.71 | 0.0 | 25 | 2.30 | 136 | 129 |
| Apr-13 12:30 am | 8.76 | 0.0 | 35 | 2.30 | 136 | 149 |
| Apr-12 11:30 pm | 7.49 | 0.0 | 24 | 2.32 | 142 | 112 |
| Apr-12 10:30 pm | 8.50 | 0.0 | 32 | 2.33 | 145 | 149 |
| Apr-12 09:30 pm | 8.29 | 0.0 | 30 | 2.31 | 139 | 122 |
| Apr-12 08:30 pm | 8.41 | 0.0 | 31 | 2.29 | 133 | 146 |
| Apr-12 07:30 pm | 8.24 | 0.0 | 29 | 2.29 | 133 | 123 |
| Apr-12 06:30 pm | 8.16 | 0.0 | 29 | 2.29 | 133 | 143 |
| Apr-12 05:30 pm | 8.90 | 0.0 | 36 | 2.29 | 133 | 142 |
| Apr-12 04:30 pm | 7.73 | 0.0 | 25 | 2.29 | 133 | 136 |
| Apr-12 03:30 pm | 8.85 | 0.0 | 36 | 2.29 | 133 | 145 |
| Apr-12 02:30 pm | 7.64 | 0.0 | 25 | 2.29 | 133 | 112 |
| Apr-12 01:30 pm | 8.74 | 0.0 | 34 | 2.29 | 133 | 146 |
| Apr-12 12:30 pm | 7.49 | 0.0 | 24 | 2.29 | 133 | 112 |
| Apr-12 11:30 am | 8.47 | 0.0 | 32 | 2.29 | 133 | 143 |
| Apr-12 10:30 am | 7.53 | 0.0 | 24 | 2.30 | 136 | 125 |
| Apr-12 09:30 am | 8.30 | 0.0 | 30 | 2.30 | 136 | 137 |
| Apr-12 08:30 am | 8.88 | 0.0 | 36 | 2.30 | 136 | 137 |
| Apr-12 07:30 am | 8.20 | 0.0 | 29 | 2.30 | 136 | 137 |
| Apr-12 06:30 am | 8.80 | 0.0 | 35 | 2.30 | 136 | 146 |
| Apr-12 05:30 am | 8.09 | 0.0 | 28 | 2.30 | 136 | 136 |
| Apr-12 04:30 am | 8.24 | 0.0 | 29 | 2.31 | 139 | 125 |
| Apr-12 03:30 am | 8.28 | 0.0 | 30 | 2.31 | 139 | 148 |
| Maximum 24 Hour Drawdown Rate (10 feet/day): 13 cfs + Inflow (131 cfs) = 144 cfs | ||||||
| Report Generated April 13, 2026 04:00 am | ||||||