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The surface configuration changes are limited to one site at the Nucla Mine. <br />The West Return Ditch runs through the mine. Its course was altered in the <br />late 1970's to accommodate the mining operation and subsequently <br />re-established in the early 1980's. Re-establishment resulted in the <br />shortening of the channel by less than 11% and an insignificant decrease in <br />the slope of less than 0.001 ft/f t. Hydrologic monitoring has documented that <br />this channel has stabilized. There does not appear to be increased sediment <br />loads associated with this reach and no downcutting has been observed. <br />Therefore, this change has had limited hydrologic consequences to surface <br />water. <br />The changes in runoff characteristics can be apportioned between operational <br />periods (short-term effects) and post-mining periods (long-term effects). <br />During mining the sediment ponds will delay storm runoff through Tuttle and <br />Calamity Draws fora few days. This will have a beneficial impact on the <br />drainage by limiting storm-related downcutting from high flows and improving <br />the opportunities for infiltration of these waters into the aquifers. Peabody <br />also has storage rights for 13 acre-feet/,year at Ponds 001 and 007. In <br />addition, water from pit inflows will be added to the drainage from one pond <br />at each site, in contrast to being discharged from the bedrock aquifers into <br />the draws along their length. This will result in higher flows upstream but <br />will have an insignificant impact on the watershed. At Nucla East average pit <br />inflows are predicted to be approximately 0.06 cfs (27gpm). <br />Reclamation plans for both mines will result in decreased slope gradients and <br />increased slope lengths. At Nucla East the average watershed slope will <br />decrease by 18 percent and the slope length will increase by 27%. Inadequate <br />pre-mining information precludes a comparison at Nucla, but results are <br />expected to be similar. In any case, the reclaimed topography will cause a <br />slowing of surface run-off which may result in greater infiltration within the <br />disturbed portions of the mine site. As the permitted mine areas make up less <br />than two percent of their respective drainages, these slope reductions will <br />have no significant impact on the basin. <br />Disturbed lands can contribute to an increase in sediment loading within their <br />drainages, However, the presence of sediment ponds at the mine sites should <br />mitigate this effect. The sediment ponds at the two sites are designed to <br />handle the 10-year 24-hour event. The six existing ponds have showed only one <br />exceedence of the approved National Pollution Discharge Elimination System <br />(NPDES) Total Suspended Solids (TSS) standard during their existence at the <br />mine site. <br />Increased salinity is another common impact from surface mining. Weathering <br />processes result in the increased dissolution of the broken rock and <br />subsequent increases in TDS. Some increases will occur during the actual <br />mining operation. More increases will occur as a consequence of spoils spring <br />discharge. A discussion of the calculation of these impacts follows. <br />-22- <br />