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Colowyo C-1981-019 <br /> 20 May 2008 4?1�� <br /> Pg 3/5 <br /> Hydrologic Balance (cont.): - The West Pit Pond (NPDES 008A) contained a small pool <br /> of water and was not discharging at the time of the inspection. The presettling cell <br /> was full. The pond embankment was well vegetated and appeared to be stable at <br /> the time of the inspection. The emergency spillway is a riprapped, open channel <br /> spillway. It appeared to be stable at the time of the inspection. No erosional <br /> problems noted on the embankment at the time of the inspection. There was a lot of <br /> water flowing in the Taylor Creek drainage at the time of the inspection as a result of <br /> snow melt. <br /> - The Stoker Siding Pond (NPDES 005A) contained water approximately four feet <br /> below the top of the discharge pipe and was discharging a very small amount <br /> through a weep hole in the pipe. The discharge looked clean at the time of the <br /> inspection. The pond embankment was well vegetated and appeared to be stable <br /> at the time of the inspection. The emergency spillway is a riprapped, open channel <br /> spillway. It appeared to be stable at the time of the inspection. No erosional <br /> problems noted on the embankment at the time of the inspection. <br /> - The East Taylor Pond (NPDES 01 OA) contained a small pool of water and was not <br /> discharging at the time of the inspection. The pond embankment was well <br /> vegetated and appeared to be stable at the time of the inspection. The emergency <br /> spillway is a riprapped, open channel spillway. It appeared to be stable at the time <br /> of the inspection. No erosional problems noted on the embankment at the time of <br /> the inspection. <br /> - The Prospect Pond (NPDES 007A) contained water approximately five feet below <br /> the top of the discharge pipe and was discharging a trickle through the weep hole <br /> on the pipe. Water was also flowing into the pond (from the melting snow) at the <br /> time of the inspection. The pond embankment was well vegetated and appeared <br /> to be stable at the time of the inspection. The emergency spillway is a riprapped, <br /> open channel spillway. It appeared to be stable at the time of the inspection. No <br /> erosional problems noted on the embankment at the time of the inspection. There is <br /> a lot of sediment that has been carried into the pond this spring. The Prospect Pond <br /> will need to be cleaned again this fall. <br /> - The Gulch A Pond (NPDES 004A) contained water approximately two feet below the <br /> top of the pipe and discharging through a weep hole on the pipe. Water was also <br /> flowing into the pond (from the melting snow) at the time of the inspection. The <br /> pond embankment was well vegetated and appeared to be stable at the time of <br /> the inspection. The emergency spillway is a riprapped, open channel spillway. It <br /> appeared to be stable at the time of the inspection. No erosional problems noted <br /> on the embankment at the time of the inspection. There is some sediment at the inlet <br /> of the pond but it does not appear to be a problem at this time. Goodspring Creek <br /> was flowing out of its banks and its flood plain at the time of the inspection. The field <br /> that is in front of the pond was partially under water (up to six inches). <br /> - The Streeter Pond (NPDES 001 A) contained water approximately 18 inches below <br /> the discharge pipe and was discharging through the weep hole at the time of the <br /> inspection. The discharge measured 0.2 on the flume (high for the Streeter Pond) <br /> and appeared to be clear. Water was flowing into the pond from the Streeter ditch. <br />