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West Elk Mine <br />Summary of Surface Water Quality PHC's <br />Table 54 indicates that MCC's dischazges to the North Fork during 1996 from ponds MB-1 and <br />MB-2R resulted in increases in certain constituents. However, when the data aze examined in <br />detail, the general conclusion is that these increases have resulted in no adverse impacts to any <br />existing beneficial uses. No stream standazds were exceeded as a consequence of MCC's <br />dischazges. No WET test failures occurred during 1996, relative to Daphnia magna and fathead <br />minnows. Despite the extraordinary circumstances that MCC had to deal with in 1996 (i.e., the <br />B East Mains fault inflow), there were only three NPDES permit exceedances, and these related <br />exclusively to total suspended solids and total iron, parameters which exhibit high "natural" <br />levels in the North Fork during spring runoff conditions. NPDES compliance for previous and <br />subsequent yeazs is provided in the annual hydrology reports. <br />The increases in TDS would appear to pose concern upon initial inspection, for example, the <br />October TDS increase was from 90 mg/L upstream from the mine to 244 mg/L downstream from <br />the mine; however, WWE has thoroughly evaluated the implications of this and other TDS <br />increases, and the analysis demonstrates that the increases did not cause exceedances of relevant <br />criteria/standazds, nor did they result in any adverse impacts to downstream beneficial uses. In <br />addition, the CWQCD approved direct discharge of high TDS water from the BEM Fault inflow <br />to the North Fork via the emergency spillway of pond MB-1. Of potential concern is the high <br />sodium level in releases from the sedimentation ponds; yet conservative calculations show that <br />downstream irrigated agricultural lands would not have been adversely affected by the increased <br />sodium levels. <br />M Discharge of Sanitary Wastewater <br />The NPDES Permit allows for aflow-through rate of 20,000 gpd, based on a 30 day average, <br />from the sanitary wastewater treatment plant (WWTP). The potential impacts of effluent can be <br />conservatively estimated using the NPDES dischazge limits. Discharges from 1983 to 1988 aze <br />included in Table S9. This table also compares the discharges to the flow of the North Fork, and <br />shows that discharges aze very small relative to even low flows in the river. <br />The potential impact of dischazge of wastewater effluent would be greatest when the dilution <br />ratio for effluent is smallest. Table 60 contains data which show the effect of wastewater <br />discharges on the North Fork from 1983 to 1988. The dischazges are small compared to the total <br />river flow, even when compazed to the infrequent low flows which represent the worst case <br />condition for dischazges. Background concentrations were conservatively estimated. Nitrate and <br />TSS backgrounds were determined from the maximum concentrations measured during low <br />flows (under 300 cfs). Background for ammonia nitrogen and fecal coliform were determined <br />from maximum observed concentrations. Table 59 and 60 indicate that impacts of wastewater <br />dischazges from West Elk Mine to the North Fork have been insignificant. <br /> <br />2.05-201 Revised November 1004 PRIG <br />