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2.04.7 Hydrology Description <br />(1) Ground Water Information <br />(a) The application shall contain a description of the ground water hydrology for the proposed permit and <br />adjacent area, including, at a minimum: <br />(i) The depth below the surface and the horizontal extent of the potentiometric surface of each <br />aquifer above, within and, if potentially impacted, below the lowest coal seam to be mined; <br />(ii) The lithology and thickness of the aquifers; <br />(iii) The seasonal quantity and quality of the water within each aquifer; <br />(iv) Ownership, uses and location information for all existing wells, springs and other developed <br />water resources; and <br />(v) The quality of the subsurface water. Water quality sampling and laboratory analyses will be <br />conducted in accordance with 2.03.3(4) and shall include: <br />(A) Total dissolved solids or specific conductance corrected to 25 C; <br />(B) pH; <br />(C) Total iron; and <br />(D) Total manganese. <br />RESPONSE <br />The responses presented below reflect the information presented in the original application and subsequent <br />submittals for the Southwest Mining District, Eastern Mining District, Northern Mining District, Western Mining <br />District, and Wolf Creek Reserve. The information for the subsequent submittals is contained under the title for <br />that district. It should be noted that the ground water basin in which the mine is located is the same for all of the <br />districts; therefore, the discussions presented in the original application are pertinent to the expanded areas. The <br />discussions have been updated to reflect the passage of time since the original application was submitted. <br />The Foidel Creek Mine is located at the southern end of the Eckman Park sub -basin on the southwest flank of the <br />locally significant Twentymile Park structure of the Twentymile Park Basins results in the enclosed ground water <br />basin which is rimmed by outcrops of the major lithologic units described in Section 2.04.6, Geology Description. <br />The limits of the potential mining - related impacts on the ground water system are shown on Map 4, Proposed <br />Hydrologic Area Boundaries. <br />Ground water in the Twentymile Park Basin exists primarily under confined conditions within the bedrock units <br />and under unconfined conditions within the alluvial materials underlying the major surface drainages of the area <br />and backfilled areas of adjacent surface mined areas. Ground water occurrence and movement within the bedrock <br />aquifer system is controlled by geologic structure and lithology, and to a limited extent, by mine - related <br />disturbance. Recharge to the major aquifer units occurs in the area of outcrop primarily in the southern and western <br />margins of the Twentymile Park Basin, where unconfined conditions may exist locally. Ground water movement <br />tends to follow the structural dip of the lithologic units toward the basin axis. This results in confined aquifer <br />conditions down - gradient from the outcrop area due to the presence of relatively low permeability shale and <br />interbedded siltstone /shale units within the lithologic sequence. Significant artesian pressures in the central part of <br />the basin also exist as a result of the structural control of ground water movement. <br />The major bedrock aquifer units with the Twentymile Park Basin are the regionally extensive Twentymile and <br />Trout Creek sandstones. The Wadge Overburden and Wadge /Wolf Creek Interburden sequences contain ground <br />water, but are not utilized as a water supply except by TC for dust - control. As described in following sections, the <br />Wadge and Wolf Creek coal seams do not function as aquifers in the Twentymile Park Basin. The relative position <br />of these units within the stratigraphic sequence is shown in Figure 2, General Stratigraphic Column. <br />Twentymile Sandstone <br />The Twentymile Sandstone aquifer is laterally continuous over most of the area and is effectively confined above and <br />below by low permeability shale and interbedded siltstone /shale units. The unit is a massive, white, well- cemented, <br />TR13 -83 2.04 -19 11/03/14 <br />