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Mountain Coal Company 1998 Aouual Hydrology Report West E!k Mine <br />u <br />Tahle 9 <br />Sedimentation Ponds Numeric Discharge Limits <br /> Sedimentation Ponds <br />Parameter and Time Period Discharge Limit <br />Total suspended solids (mg/L) <br />• 30-day average 35 <br />• 7-day average N/A <br />• Maximum 70 <br />Total dissolved solids (mg/L) <br />• 30-day average N/A <br />• 7-day average N/A <br />• Maximum Report <br />Oil and grease <br />• 30-day average No sheen <br />• 7-day average No sheen <br />• Maximum No sheen <br />Total iron (mg/L) <br />• 30-day average 3.5 <br />• 7-day average N/A <br />• Maximum 7~0 <br />pH (standard units) <br />• 30-day average 6.5-9.0 <br />• 7-day average 6.5-9.0 <br />• Maximum 6.5-9.0 <br />• No visual sheen should be present. If sheen is present, total concentration <br />cannot exceed 10 mg/L. <br />Mine Waterlntlows <br />Mine inflows continued as described in the ] 997 AHR. Flow continued from the B East Mains <br />(BEM) fault and the 14 Southeast Headgate (14SEHG) fault, although flows from both faults <br />diminished and relocated as mining progressed downdip along the faults. MCC also experienced <br />the usual small inflows, which quickly subsided, as development mining occurred. <br />BEM Fault Inflow <br />U <br />The flow from the BEM fault inflow continued during WY98, but as the downdip expressions of <br />the fault were mined through, the updip flow ceased and relocated to the downdip location. The <br />flow moved from the B East Mains to the 14 Southeast Tailgate (14SETG) at 3 cross-cut in <br />December 1997. The flow rate at this new location was approximately 250 gpm. In February <br />1998, the flow dried up in this location and began flowing in the 23 Headgate (23HG) at 6.5 <br />cross-cut, where it remained through the end of WY98. The initial flow was approximately 200 <br />gpm and is now currently flowing at 65 to 100 gpm. The flow is in the 23HG sump, so a sample <br />at the source is not feasible. All locations aze shown on Map 1. <br />831- 3.00 age20 Wrig iWaterEngineers <br />