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• The average discharge from the ql Strip Pit in 1992 was 25 gpm. <br />The discharge from the #1 Strip Pit increased significantly in <br />1989. This may have been due to seepage from the ditch that <br />conveys the 7 North Angle discharge. The 7 North Angle discharge <br />began in January of 1989. However, discharge rates from 1990 <br />through 1992 are considerably lower and within the range observe <br />during 1982 through 1986. Nevertheless, snowmelt and ditch seepage <br />both appear to have some influence on the Strip Pit discharge, as <br />the discharge dropped to just a few gpm from January through May <br />while the 7 North Angle Well was not discharging with a small peak <br />in March coinciding with spring runoff. <br />WATER QUALITY <br />The summary of the water quality data for the spring is presented <br />in Tables 34 and 35. A plot of dissolved solids for the N1 Strip <br />Pit is presented in Figure 29. It indicates that the dissolved <br />solids level of the discharge has increased from an average of <br />approximately 900 mg/1 in 1982 and 1983 to almost 1,400 mg/1 in <br />1986, and then decreased to approximately 1,200 mg/1 since 1987. <br />PONDS <br />Sediment ponds did not discharge during 1991. Consequently Table <br />36, listing water quality monitoring results for the year is not <br />included. <br /> <br />HYDROLOGIC IMPACTS <br />No significant unpredicted adverse impacts were detected 1992. The <br />continued drawdown in the Middle Sandstone unit is determined to be <br />the most significant impact related to mining operations associated <br />with Mines 5 and 6. The Probable Hydrologic Consequences section <br />of the Permit predicted drawdown in the Middle Sandstone unit <br />associated with mining the F and E coal seams at Mines 5 and 6, <br />although the extent and magnitude of the drawdown were not <br />quantified. A worst case evaluation was, however, prepared for the <br />overlying Twentymile Sandstone. <br />The drawdown in Middle Sandstone Well TR-4 attributable to the <br />longwall mining in the E and F seams at a distance of approximately <br />one mile is determined to be between 50 and 60 feet. This is <br />comparable to the 60 foot drawdowns projected in the PHC for the <br />overlying Twentymile Sandstone at a distance of one mile from the <br />location of mine subsidence. No measurable drawdown has been <br />observed in the Twentymile Sandstone. The impacts observed in the <br />Middle Sandstone are comparable to the worst case projections <br />developed for the Twentymile Sandstone. <br />• 7 <br />