Need help with overflow system - 01/14/07 02:07 PM
I have recently purchased some property that has a pond on it. It seems to be a well constructed, 1.5 acre empoundment about 16' deep at the dam. It is well stocked, but has murky water. The pond level is currently two feet above design causing the emergency spillway to constantly flow and stay wet. In the pond there is a 8" stand pipe 40' from the damn. The top is submerged 2 feet. 41' from the dam (and next to the stand pipe) is a T bar that is attached to something at the bottom of the pond, but apparently not attached to the stand pipe. The handle of the T bar is barely visible above the surface of the water. There is a 6" pipe through the dam that, I guess, should route overflow water under the dam to the original creek bed. There is no water coming through this pipe.
I originally thought that the 6" pipe through the dam must be clogged, but after several unsuccessful efforts to clear it, I am now thinking that the T bar (which I originally thought was to completely drain the pond) is somehow being used to shut off the overflow stand pipe. We've run 130' of pvc pipe up from the end of the dry outflow pipe that goes through the dam, and we hit something that feels and sounds metallic (not the debris we were expecting). 130' should be enough to get from the end of the overflow, through the dam and to the stand pipe, which I guess we succeeded in doing.
I am hesitant to muscle the T bar up down or around without knowing more about its design and what it is intended to do. If it is a pond drain, I am told that if I drain down the pond now (with the present wet conditions) the capillary action of the receding water may cause the dam to slump.
Is anyone familiar with this overflow design? Can anyone tell us more about how this system is designed to work? What is the T bar attached to and how do I operate it? If the T bar opens the overflow, does that mean there is no way to totally drain the pond without siphoning?
I originally thought that the 6" pipe through the dam must be clogged, but after several unsuccessful efforts to clear it, I am now thinking that the T bar (which I originally thought was to completely drain the pond) is somehow being used to shut off the overflow stand pipe. We've run 130' of pvc pipe up from the end of the dry outflow pipe that goes through the dam, and we hit something that feels and sounds metallic (not the debris we were expecting). 130' should be enough to get from the end of the overflow, through the dam and to the stand pipe, which I guess we succeeded in doing.
I am hesitant to muscle the T bar up down or around without knowing more about its design and what it is intended to do. If it is a pond drain, I am told that if I drain down the pond now (with the present wet conditions) the capillary action of the receding water may cause the dam to slump.
Is anyone familiar with this overflow design? Can anyone tell us more about how this system is designed to work? What is the T bar attached to and how do I operate it? If the T bar opens the overflow, does that mean there is no way to totally drain the pond without siphoning?