| 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 June 11, 2026 07:14 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) |
Precip (in) |
| Jun-11 09:30 pm | 26.53 | ||||||
| Jun-11 08:30 pm | 10.20 | 0.1 | 50 | 1.84 | 41 | 50 | 26.53 |
| Jun-11 07:30 pm | 10.15 | 0.1 | 49 | 1.79 | 35 | 45 | 0.00 |
| Jun-11 06:30 pm | 9.98 | 0.1 | 47 | 1.79 | 35 | 41 | 26.53 |
| Jun-11 05:30 pm | 9.84 | 0.1 | 45 | 1.79 | 35 | 26.53 | |
| Jun-11 04:30 pm | 9.80 | 0.1 | 45 | 1.79 | 35 | 34 | 26.53 |
| Jun-11 03:30 pm | 9.59 | 0.1 | 43 | 1.75 | 30 | 30 | 26.28 |
| Jun-11 02:30 pm | 9.52 | 0.1 | 42 | 1.75 | 30 | 27 | 26.28 |
| Jun-11 01:30 pm | 9.62 | 0.1 | 43 | 1.75 | 30 | 28 | 0.00 |
| Jun-11 12:30 pm | 9.55 | 0.1 | 43 | 1.75 | 30 | 28 | 26.28 |
| Jun-11 11:30 am | 1.76 | 31 | 26.28 | ||||
| Jun-11 10:30 am | 9.64 | 0.1 | 43 | 1.76 | 31 | 25 | 26.28 |
| Jun-11 09:30 am | 9.61 | 0.1 | 43 | 1.76 | 31 | 25 | 26.28 |
| Jun-11 08:30 am | 9.71 | 0.1 | 44 | 1.77 | 32 | 27 | 26.28 |
| Jun-11 07:30 am | 9.76 | 0.1 | 45 | 1.77 | 32 | 30 | 26.28 |
| Jun-11 06:30 am | 9.72 | 0.1 | 44 | 1.77 | 32 | 28 | 26.28 |
| Jun-11 05:30 am | 9.74 | 0.1 | 44 | 1.76 | 31 | 30 | 26.28 |
| Jun-11 04:30 am | 9.97 | 0.1 | 47 | 1.76 | 31 | 34 | 26.28 |
| Jun-11 03:30 am | 9.96 | 0.1 | 47 | 1.76 | 31 | 34 | 26.28 |
| Jun-11 02:30 am | 9.93 | 0.1 | 46 | 1.76 | 31 | 33 | 26.28 |
| Jun-11 01:30 am | 9.82 | 0.1 | 45 | 1.76 | 31 | 31 | 26.28 |
| Jun-11 12:30 am | 9.89 | 0.1 | 46 | 1.76 | 31 | 33 | 26.28 |
| Jun-10 11:30 pm | 9.82 | 0.1 | 45 | 1.76 | 31 | 31 | 26.28 |
| Jun-10 10:30 pm | 9.82 | 0.1 | 45 | 1.76 | 31 | 32 | 0.00 |
| Jun-10 09:30 pm | 9.84 | 0.1 | 45 | 1.76 | 31 | 33 | 26.28 |
| Maximum 24 Hour Drawdown Rate (10 feet/day): 25 cfs + Inflow (50 cfs) = 75 cfs | |||||||
| Report Generated June 11, 2026 09:39 pm | |||||||