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various times of the year, recharge the associated alluvial/colluvial aquifers <br />with the sediment pond discharge. These sediment pond discharges are <br />typically higher in dissolved constituents than the naturally occurring runoff <br />from the undisturbed site. As the alluvial/colluvial water quality closely <br />mirrors the quality of the stream, a degradation (ie: increase in TDS) is <br />observable in alluvial monitoring wells down-gradient of the mine site. In <br />portions of Little Grassy Creek drainage which are in contact with previously <br />disturbed lands, an increase in TDS over baseline conditions is observable. <br />This is due to the addition of spoils water, which has been discharged from <br />backfilled portions of the mine site, to the alluvial system. <br />As previously discussed, backfilled mining pits will re saturate along the base <br />of the mined coal (top of the underburden) to an elevation equal to that of <br />the lowest point (topographically) of the downslope highwall. When the <br />elevation head of the spoils aquifer exceeds the elevation of the lowest point <br />of the downslope highwall, a spoils spring will develop at that location. <br />These springs discharge water which is typically high in TDS, sulfate, <br />manganese and sodium. It is thought that the spoils discharge will vary with <br />time, dependent upon local climatologic and hydrogeologic conditions. The <br />quality of the discharges is expected to improve with time, however, the <br />length of time required prior to measuring acceptable (i. e. approximating <br />baseline conditions) water quality, is not currently known. <br />When Peabody Coal Company can demonstrate that the reclaimed lands meet the <br />phase II bond release criteria, the sediment ponds, excepting the Wadge <br />Impoundment (NPDES 002), which is an approved permanent impoundment, will be <br />removed from the site. At that point in time, it is assumed that the majority <br />of baseflow to Cow Camp, Bond and Grassy Creeks will be contributed by spoil <br />aquifer discharges to the surface system. <br />In the Grassy Creek Drainage, the quantity and quality of the flows will be <br />similar to present conditions. All of the spoil spring discharges issuing <br />into the Grassy Creek drainage will pass through the Wadge Impoundment, a <br />permanent structure. Dilution and mixing within the impoundment will limit <br />the concentration of dissolved solids discharged to the alluvial system. As <br />mining continues in this drainage, some increase in dissolved constituents is <br />expected. Data collected at NPDES sites 002 and 003, which discharge <br />disturbed area drainage into Grassy Creek, indicate that there has been an <br />increase in TDS, based on monthly average concentration (June through <br />September) on a yearly basis for the years 1982 through 1986. It should be <br />noted, however, that the rate of increase, based on monthly average TDS <br />concentration on a yearly basis, appears to have stabilized during this <br />period. Therefore, it is not expected that the quality of the effluent will <br />further degrade the alluvial water quality in the Grassy Creek Drainage. <br />In the Cow Camp and Bond Creek drainages, Wadge spoils aquifer discharges will <br />contribute flow to these tributary creeks and eventually to Fish Creek. <br />During the months of June and July, Cow Camp Creek and Bond Creek sustain flow <br />their entire length to Fish Creek. During this period, each creek contributes <br />water to the associated alluvial aquifers. The spoils spring discharges are <br />sufficiently diluted by snowmelt runoff to preclude degradation to the quality <br />-24- <br />