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Uaaer Sedimentation Pond No.2 <br />1. Structural Weakness - None <br />2. Erosion and Vegetation - Same observation as Lower Pond. <br />3. Hazardous or Potentially Hazardous Conditions - None <br />4. Sediment Level - 3.4 feet below the riser base. Water <br />level in the pond is at the riser base, and although <br />there is water in the riser base, the is no flowage <br />through the pipe. <br />5. Required Maintenance - None <br />6. Discharge Structures <br />The primary dewatering device, pipe and riser, are free <br />and clear of debris. <br />Riprap in the emergency spillway and outflow is in <br />acceptable condition, and the scattered vegetation in <br />these two structures poses no problem to water Plow. <br />There is no evidence of recent water flow through these <br />two structures. <br />7. Input Structures - Same observation as lower pond. <br />8. Miscellaneous - Embankment measurements confirm that the <br />structure conforms to Section 4.05.6(11)(f) and Section <br />4.05.6(11)(h) of the Regulations of the Colorado Mined <br />Land Reclamation Board Por Coal Mining. <br />The riser and a few feet of the upstream end of the <br />primary dewatering device have been tilted up, probably <br />do to the freezing and thawing of water and water <br />saturated soil beneath the pipe. This should not effect <br />functioning oY the pipe and riser, and therefore does <br />not constitute a hazard to operation of the sedimenta- <br />tion pond. <br />The measuring board is down. <br />Exalosive Storaee Area Sedimentation Pond <br />1. Structural Weakness - None <br />2. Erosion and Vegetation - Same as the Lower and Upper <br />Ponds with increased vegetation density on the embankment <br />tops. <br />3. Hazardous or Potentially Hazardous Conditions - None <br />4. Sediment Level - 2.8 feet below the riser base. The pond <br />is dry. <br />5. Required Maintenance - None <br />6. Discharge Structures <br />The riser and pipe, primary dewatering device,are <br />clear of debris, and the outflow riprap is in <br />acceptable condition. <br />Riprap in the emergency spillway is in acceptable <br />condition, and the weedy vegetation in the spillway <br />should not impede the flow of water. There is no <br />evidence of recent water flow through the spillway. <br />7. Input Structure - The ditch from the Northwest Sediment <br />Trap outflow to this pond is in acceptable condition. <br />There is a negligible buildup of sediment at the terminus <br />of the ditch. <br />