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Results of these analyses predict that Dry Creek will experience a 114 percent cumulative • <br />increase in TDS to a point just upstream of fields irrigated by Temple Reservoir kt (see <br />Exhibit 16-3, Tab 16). As the flow progresses downstream, chemical loading will decrease <br />to levels at which background water quality of the receiving water would, in effect, <br />become diluted by any additional surface water originating as spoil florv. Magnitudes of <br />the TDS and chemical load increases similarly predicted in this analysis for Sage Creek <br />are less pronounced. These impacts to surface water quality will occur over a long <br />duration, but will result in minimal and insignificant impacts to downstream users. <br />During mining, all three ponds (005, 006, and 009) will impound all water originating in <br />the watersheds above. During the spring and early summer of years with normal or <br />above-normal winter precipitation, much of the water impounded in each pond will originate <br />as snowmelt or runoff from frontal storms. This water may serve to dilute the chemistry <br />of water originating from replaced spoil material and disturbed areas. Runoff into these <br />ponds will not contact any acid or toxic materials for any significant period of time. <br />Impounded water will discharge into receiving streams only as a function of pond storage <br />(evaporation, seepage, and industrial use withdrawals), and outlet capacities. After <br />mining, both the 005 and 006 ponds will remain as parts of the postmini ng landscape, and • <br />Pond 009 will be removed and reclaimed at bond release. <br />During mining, the three ponds will impound runoff from each tributary and may possibly, <br />especially during the irrigation season, result in depletions of flow in Dry and Sage <br />Creeks. Because of the potential for depletions, which may preclude holders of water <br />rights within both the Dry and Sage Creek basins from having sufficient water for their <br />intended uses, a plan for augmenting water rights has been developed and approved by the <br />Colorado State Engineer's Office (Division of Water Resources). The plan currently <br />incorporates storage of water in Pond 006, and once Ponds 005 and 009 are constructed, <br />Peabody will request modification of the plan to include these impoundments. Details of <br />this plan may be found in Tab 16, Protection of the Hydrologic Balance. After mining, <br />Ponds 005 and 006 will remain as permanent impoundments, and agreements with local <br />landowners have been consuma ted that will allow them to use impounded waters in both 005 <br />and 006 for purposes such as stock watering (see Appendix 16-1, Tab 16). <br />The impacts of sediment ponds on downstream users will be long-term, but of minimal <br />significance because of the following: 1) increases in chemical loading and TDS will not • <br />preclude the water from being used for either existing or potential uses; 2) the increases <br />60 <br />