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RULE 2 PERMITS <br /> limited perched water, and no saturated conditions, in the Williams Fork Formation. In the Williams Fork <br /> Formation, the low permeability and depositional nature of the strata restrict the ability of the bedrock to <br /> store and transmit water. There are no continuous non-coal beds in the Danforth Hills. Groundwater <br /> movement is mainly controlled by fractures of varying orientation. <br /> The Williams Fork Formation is not a significant water supply source in the Danforth Hills. It is not used <br /> as a source of water where the alluvial and surface waters are accessible. Where wells yield water, the <br /> water quality in the Williams Fork Formation is generally good. Very few registered wells for domestic, <br /> agricultural, or industrial purposes are completed in the Williams Fork Formation in the vicinity of the <br /> South Taylor pit. Drilling by Colowyo and other parties encountered no significant water in the South <br /> Taylor pit area in the litholgic sequence which is planned to mined. This is based on the drilling and <br /> geophysical logs. <br /> It should be noted that the current East and West Pits at the Colowyo Mine do not intersect any significant <br /> aquifers. Perched aquifers have been encountered which drain rapidly. Once drained, they do not <br /> produce any significant water to the current pits. Since the South Taylor pit is higher in elevation than the <br /> two current pits, and also up dip of the current pits, no significant aquifers should be encountered in this <br /> Pit. <br /> The Trout Creek Sandstone aquifer is separated from the lowest coal seam (G8) to be mined by <br /> approximately 590 feet in the South Taylor pit area. Between this coal seam and the Trout Creek <br /> Sandstone is a mudstone/shale, sandstone, siltstone, and coal sequence of the Williams Fork Formation. <br /> About 165 feet above the Trout Creek Sandstone, a two-foot thick smectite clay layer (known as the Km <br /> bed) exists that is found throughout the Danforth Hills area. This layer has low permeability and <br /> therefore would be an additional impediment to downward or upward groundwater flow. <br /> To determine the potential for the operations to encounter substantial groundwater and thus to require <br /> dewatering, elevations of groundwater and the depth of the pits were compared. The elevation of the <br /> potentiometric surface in well 84-0-OB was 7,054 feet above mean sea level (AMSL) in October 1984 <br /> (CDM 1985a). This well was completed in the sandstone in the above the 13 seam of the Williams Fork <br /> Formation (as correlated by Colowyo). The lowest projected depth of the South Taylor pit is <br /> approximately 7,320 feet AMSL. The Trout Creek Sandstone aquifer has a potentiometric elevation of <br /> between 7,050 and 7,100 feet AMSL beneath the South Taylor mining area (CDM, 1985a). This <br /> indicates that the pit bottom is above the saturated bedrock. <br /> Since the base of the pit will be above the elevations of the potentiometric surfaces in bedrock and <br /> alluvial aquifers, no impacts to the quantity of groundwater available in the Williams Fork Formation or <br /> the Trout Creek Sandstone are anticipated. <br /> Pit Inflow and Pit Surface Water Recharge Impacts <br /> The minor springs located on the hill slopes adjacent to the South Taylor Pit (Map 10), which flow four <br /> months of the year or less, are the springs likely to experience diminished flow. Springs 3-93-20-212 <br /> and 3-93-17-142, -143, -144, and -432 (South Taylor) and 3-93-20-213, -214, and -215 (West Fork Good <br /> Spring Creek) are located within the pit boundary and will be eliminated by the pit. Taylor Creek would <br /> potentially lose about 20 gpm of its peak flow (0.04 cfs), which is about 2%of its 1.9 cfs peak flow. The <br /> West Fork Good Spring Creek would potentially lose about 5 gpm (0.01 cfs) of its peak flow which is <br /> 0.5%of its 2.1 cfs peak flow. Since these springs only flow seasonally, neither creek would lose any base <br /> flow by the elimination of these springs. <br /> South Taylor/Lower Wilson—Rule 2,Page 79 Revision Date: 6/22/20 <br /> Revision No.: MR-220 <br />