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RULE 2 PERMITS <br /> Saturation indices (SI) were calculated for the average constituent concentrations in well 84-0-OB <br /> (Williams Fork Formation well) and the Streeter Well. The SI is used to determine if a mineral will <br /> dissolve into or precipitate from solution. A negative SI indicates that the water is undersaturated with <br /> respect to the mineral and, if present, the mineral should dissolve. If the SI is positive, the water is <br /> supersaturated with respect to the mineral, and the mineral should precipitate from solution. An SI near <br /> zero indicates a condition near equilibrium. Table 2.05.6-3 presents the SI for the wells at Colowyo <br /> Mine. <br /> The SIs presented in this table are very similar to those determined by Williams and Clark (1994). <br /> Calcite and dolomite have positive saturations indices in the sampled wells; therefore, the water is <br /> saturated with respect to these minerals and it is not anticipated that an increase in TDS would occur. <br /> Sulfate minerals (gypsum and epsomite) have negative SIs; therefore, the water is not saturated with <br /> respect to these minerals and increases in TDS would occur if sulfate minerals were present in the spoil. <br /> This is consistent with the increase in sulfate in the Streeter Well (1,960 mg/L) as compared to Good <br /> Spring Creek (average of 600 mg/L). <br /> The average pyritic sulfur concentration in the spoils is 0.09 percent in borehole 97-15, the only borehole <br /> in South Taylor with every interval analyzed for pyritic sulfur. The pyritic sulfur concentrations in <br /> boreholes 83-D3-07, -10, -12, and -14 were measured at only selected intervals biased towards high <br /> pyrite; the arithmetic mean of these samples is 0.45%pyritic sulfur. Based upon the exhaustion time for <br /> 0.20 percent pyrite of 300 years (Williams and Clark 1994), the time of the elevated TDS discharge <br /> would be between 150 and 600 years. The actual duration would be reduced in direct proportion to the <br /> amount of"piping" that occurs as a result of channel formation within the spoils. This type of flow is <br /> documented at other mines, and has reduced the amount of pyrite oxidized in the spoil. Prediction of the <br /> amount of piping that will occur is not possible, but assuming that 25 percent of the spoil pile would be <br /> bypassed by piping, then the duration of elevated TDS concentrations would be reduced by 25 percent to <br /> 110 to 450 years. <br /> Other Potential Impacts <br /> Flooding and stream flow regime do not appear to have been affected by past mining operations or <br /> reclamation, nor are they anticipated to be affected by South Taylor mining. Groundwater availability in <br /> the area may potentially be enhanced with the storage of water in the reclaimed pit. Colowyo currently <br /> owns all water rights within Taylor Creek and owns over 20% of the appropriated amount (10.83 cfs of <br /> the total 51.6 cfs available) of water available in Good Spring Creek. Thus, any potential diminishment <br /> of flow will be compensated for by reduced use by Colowyo. There is sufficient capacity for Colowyo to <br /> reduce their use of adjudicated water to compensate for potential diminishment of flow in the creek, <br /> allowing downstream users full access to their water rights. <br /> 2.05.6 (4) Protection of Public Parks and Historic Places <br /> No public parks are located within the permit or adjacent areas; therefore no public parks will be affected <br /> by the mining operations. Likewise the mining operations will not affect any places listed or eligible for <br /> listing in the National Register of Historic Places. <br /> 2.05.6 (5-6) Surface Mining near Underground Mining; Subsidence Control <br /> No surface mining activities will be conducted within 500 feet of an underground mine. Therefore, there <br /> is no subsidence control plan for operations. The Red Wing Mine, a historic underground mine, exists <br /> north of the South Taylor pit and is shown on the existing Map 31. <br /> South Taylor/Lower Wilson—Rule 2,Page 84 Revision Date: 6/22/20 <br /> Revision No.: MR-220 <br />