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-21- <br /> 3) The reclamation plan provides for the establishment of appropriate <br /> riparian vegetation. <br /> The proposed operation is in compliance with the requirements of this section. <br /> VI . Ground Water Hydrology - Rules 2.04.5, 2.04.7, 2.05.3(4) , 2.05.6(3) <br /> and 4.05 <br /> Ground water information reviewed by the Division for compliance can be found <br /> in Sections III-C and III-E of Volumes 4 and 5. <br /> Ground water occurs in bedrock, colluvial/outwash, and alluvial aquifers in <br /> the vicinity of the Mid-Continent mining operations. Bedrock strata which <br /> have the potential to be labeled aquifers are the Upper sandstone, the Middle <br /> sandstone, the Rollins sandstone and discontinuous lenticular sandstones units <br /> of the Mesaverde Group (see Figure III-D-1 of the permit application) . The <br /> colluvial/outwash deposits are minor aquifers in the area. The deposits <br /> support localized intermittent and perennial springs and also discharge to <br /> alluvial aquifers. The alluvial deposits of Coal Creek also can be labeled an <br /> aquifer. The only known users of ground water in Coal Basin have all <br /> completed wells in the alluvial aquifer of Coal Creek (see Table III-C-3 of <br /> the permit application) . There are no known users of bedrock ground water <br /> from the Mesaverde Group in the vicinity of the mine. Many of the other <br /> strata are water-bearing, but yield insufficient quantities of water to be <br /> considered aquifers. <br /> There are no alluvial aquifers which could be affected by subsidence. All of <br /> the streams overlying the underground mine workings are cut into bedrock and <br /> contain little or no alluvial deposits. Any effects to the alluvial aquifers <br /> in Coal Basin would be from mine discharge or sediment pond discharge to the <br /> downstream reaches of the perennial streams. <br /> As stated earlier, 3 sandstone units in the Mesaverde Group have the potential <br /> to be considered aquifers. In the Coal Basin affected area, the Upper <br /> sandstone is approximately 50 feet thick, the Middle sandstone is about 120 <br /> feet thick, and the Rollins sandstone is about 140 feet thick. To better <br /> understand the stratigraphic relationships between these sandstones and the <br /> coal seams being mined, see Figure II-D-1 of the permit application or section <br /> IV Geology of this document. Generally, the Rollins sandstone immediately <br /> underlies the "B" seam and the Middle sandstone immediately underlies the "V" <br /> seam. All of these sandstone units outcrop along the walls of Coal Basin (see <br /> Map III-C-1 of the permit application) . This is where recharge to the <br /> aquifers primarily occurs. In the area undermined, ground water flows from <br /> the outcrop, the sandstones down the dip to the west under Huntsman Ridge, and <br /> eventually, to the axis of the Piceance Basin. On the western side of <br /> Huntsman Ridge, the sandstones are located about 2,000-3,000 feet beneath the <br /> land surface (see Plate II of the permit application). There are no known <br /> users of ground water from these sandstones primarily because of the depths <br /> required to drill wells. The water yields are generally low in these <br /> sandstones and are too small to justify the cost of drilling. Also, because <br />