Type |
Reinforced concrete |
Structure Elevation |
6310.00 feet |
Diversion Capacity |
660 cfs |
Gates |
52-inch sleeve valves |
Long Box Culvert |
100 feet |
Vertical Shaft Depth |
50 feet |
Vertical Shaft Diameter |
20 feet |
Vertical Shaft Capacity |
660 cfs |
Connection Structure Capacity |
660 cfs |
Overflow Weir Capacity |
250 cfs |
Construction Costs |
$8,301,840 |
Construction Period |
6/25/1992-10/26/1994 |
Water Course |
Sixth Water Creek, Tanner Ridge Tunnel |
Initial Diversions |
6/4/1996 |
