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• • <br />TABLE 17-29 <br />ICOntinuedl <br />Probable Hydrologic Consequences Analysis Results Significance <br />duration of the impact will be long term seeps degrade the Dry Creek water <br />7. (Continued) (<20 yeaf5). Spoil discharge to Sage Creek quality <br />will result in a 2 percent increase in to such an extent that Che additional <br />TDS at the confluence of Sage Creek and spoil discharge would be diluting the <br />the 009 tributary. The extent of any TDS <br />measurable TDS change will be quite levels. The stock use pot en[ial of the <br />limited as diluting effeccs will rapidly wafer has remained unchanged. Thus, the <br />diminish the increase. The duration of significance of Che spoil disclfarye to <br />the minimal impact will be long term (<20 Dry Creek ie minimal and precludes no <br />yeafs). existing or potential uses of the water. <br />There are no irrigation Farming <br />practices iR d Close Vicinity Co the 009 <br />tributary to Sage Creek and trie water <br />use as stock water will remain <br />unchanged. The significance of the <br />spoil discharge is negligible. <br />Surface Water <br />1. Effects o£ mining on the local <br />geomorphology. <br />Mining will di scucb 19 percent of the <br />005 Basin, and 50 percent of the 006 <br />Basin. Little to no changes in overall <br />basin parameters (shape, size, watershed <br />elopes, etc). Minor changes 12-3 <br />percent) in eubwatershed slopes in upper <br />portions of each basin due to <br />reconstructed landscape. Minor changes <br />in overall drainage density will occur, <br />but limited to upper portions of each <br />basin. Reconstructed postmining <br />channels will be designed to have <br />comparable or Lower gradients than prior <br />[o mining. <br />Impacts to geomorphology will be long- <br />term, but wrll result in minimal and <br />insignificant impacts. Impacts will be <br />limited to upper portions of each basin. <br />Reconstruction of drainage channels <br />using adequate design criteria will <br />minimize impacts to fluvial system. <br />Permanent impoundments (005-006) will be <br />properly designed, and will also <br />minimize impacts to the Fluvial system. <br />2. Effects of sediment ponds on channel <br />characteristics and downstream uses. <br />Channel reaches below the sediment ponds <br />will become incised, but will eventually <br />adjust [o stability as vegetation <br />encroaches and geometries adjust to <br />changes in discharge frequencies, <br />magnitudes, and sediment. Any present <br />or potential use of waters for flood <br />irrigating small AVF's will not be <br />jeopardized by long-term increased <br />chemical loading. <br />Impacts to channel characteristics will <br />be long-term, but of minimal <br />significance. Channels below permanent <br />impoundments will adjust naturally to <br />changes in pond discharge frequencies <br />and magnitudes. Impacts to dOwnst ream <br />users will be long-term, but of minimal <br />significance because: 1) increases in <br />chemical loading will not <br />81 Revised O~I01 <br />