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West Elk Mine 2001 Annual Hydrology Report <br />4.3 Sedimentation Ponds <br />• There are 7 sediment ponds at the Project utilized to manage mine water, stormwater runoff, and <br />wastewater treatment effluent. All ponds but MB-5, MB-3 and re lined to prevent seepage. There <br />is also a "freshwater" pond (FW-1) that is used to equalize diversions from the North Fork and <br />provide storage. Pond FW-1 serves as the raw fresh water supply for the mine's domestic water <br />use and in-mine water needs. In WY2001, five ponds discharged water to the North Fork, MB-2R <br />(112 ac-ft), MB-1 (5 ac-ft), and ponds MB-3, 4, and 5 (collectively about 1 ac-ft). Pond SG-1 <br />discharged about 1 ac-ft of water to Sylvester Gulch. Ponds RPE and FW-1 had no dischazge. <br />Table 9 summarizes the water quality of all CDPS discharges, including sedimentation pond (SG- <br />1), for WY-2001. Table 10 shows the CPDS discharge limitafion values for the sediment ponds. <br />Figure 3 illustrates the mine water balance including the pond dischazges. <br />Table 10 <br />Summary of Sediment Pond CDPS Discharge Limits <br />LJ <br />Parameter and Time Period Sedimentation Pond Discharge <br /> Limits <br />TSS (mg4) <br />• 30-Day Average 35 <br />• 7-day average n.a. <br />• Maximum 70 <br />TDS (mg4) <br />• 30-Day Average n.a. <br />• 7-day average n.a. <br />• Maximum Report <br />Oil and Grease (1) <br />• 30-Day Average No Sheen <br />• 7-day average No Sheen <br />• Maximum No Sheen <br />Tota] Iron (mg4) <br />• 30-Day Average 3.5 <br />• 7-day average n.a. <br />• Maximum 7.0 <br />pH (S.U,) <br />• 30-Day Average 6.5-9.0 <br />• 7-day average 6.5-9.0. <br />Maximum 6.5-9.0 <br />(1) No Sheen or less than 10 mg/l <br />4.3.1 Ponds MB-1 and MB-2R <br />Pond MB-1 collects the Project's surface operafions water and diverted stormwater runoff. MB-1 <br />can be discharged to either the North Fork or pond FW-1. Pond MB-2R receives surface operafions <br />20 <br />water, storm runoff, and effluent from the WWTP. Discharge from MB-2R is typically routed to <br />the North Fork, but can be diverted to FW-1, if necessary. Both MB-1 and MB-2R retain water so <br />Project#oo3o1 HydroGeo, Inc. <br />