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1 <br />' 3.0 HYDROLOGY AND MINE DEVELOPMENT <br />' This monitoring period from October 1, 1999 to September 30, 2000 has provided the <br />hydrologic information necessary to assess the adequacy of monitoring program, the adequacy <br />' of the mitigative measures designed to protect the hydrology, and identify and quantify impacts <br />that may have occurred during this period. <br />' 3.1 Mining Related Hydrologic Impacts <br />' The only impacts identified to date include: <br />Withdrawal of water for the mine from the lagoon adjacent to the White River thus slightly <br />reducing the flow in the White River. BME has legal right to this water. <br />' Discharge of storm water from ponds SS-1, RP2/3 and RP4 into Red Wash and DP-1 into <br />Scullion Gulch, White River tributaries. Discharges contained lower TSS than typical <br />' receiving stream flows during storm events. <br />Decline in piezometric level in wells in close proximity to mine workings. Holes that were <br />' mined through typically turned dry. <br />' Subsidence in Red Wash resulting in ponding of surface water. The ponds quickly fill with <br />clay and silt with Red Wash maintaining its original channel. <br />' 3.2 Comparison of Projected Impacts with Observed Impacts <br />' The comparisons of the projected impacts (probable hydrologic consequences) with the <br />observed impacts are discussed in the following. <br />' The water withdrawal rate from the lagoon in the White River Alluvium this reporting year was <br />' estimated at 123,656,595 gallons or 379.51 acre-feet. This compares with an expected <br />withdrawal rate of 552 acre-feet per year at full production. <br />' The decline in piezometric levels in bedrock zones "upper sandstone facies", "siltstone/coal <br />facies", and "lower sandstone facies" was anticipated as probable impacts as the result of <br />' underground mining activities. As projected these impacts are localized and will most probably <br />continue in the proximity of the mined area. <br /> <br />' 1z <br />