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-5- <br /> • porosity. Recharge of thelbedrock aquifers occurs primarily at higher <br /> elevations north of the permit area through infiltration of precipitation in <br /> outcrop areas. Discharge is by small seeps along hill sides where aquifers <br /> are exposed by erosion along. the White River, and to a very minor extent, by <br /> pumping of wells in the past. The discharge of the ground water in the Iles <br /> Formation has not been identified. <br /> The alluvial aquifer along the White River contains gravel , sand, silt and <br /> clay sized material which causes the alluvium to be much less permeable than <br /> would normally be expected. The White River alluvium near the permit area has <br /> a maximum depth of 37 feet. Ground water in the alluvium occurs in an <br /> unconfined condition. Within the alluvial aquifers, recharge'-is from <br /> precipitation, bedrock aquifer discharge, and directly from the river. <br /> Discharge from the alluvial aquifer occurs through discharge to the river, <br /> from transpiration by riparian vegetation and by the pumping of wells in the <br /> past. <br /> Western Fuels has developed an alluvial well field near the confluence of <br /> Scullion Gulch and the White River. This alluvial water is used for mine <br /> operations. <br /> In 1984, Kenney Reservoir, above Rangely, Colorado was completed. This <br /> reservoir impounds the White River through the southern portion of the permit <br /> area, innundating the alluvial well field. As the alluvial surface is almost <br /> • completely submerged by the Reservoir, recharge to the well field is now <br /> instantaneous. <br /> The movement of Mesaverde ground water is controlled by the Red Wash Syncline <br /> and major fracture zones located along Red Wash, Scullion Gulch, and the White <br /> River. Ground water in the northwest part of the mine plan area moves down <br /> dip and then normal to the'i' Red Wash Syncline. Within the central and southern <br /> portion of the mine plan area, the ground water moves in a more southerly <br /> direction toward the White River, in response to the permeable fracture <br /> zones. Drainage patterns are incised and dendritic, with Scullion Gulch <br /> draining 11 .8 square miles and Red Wash draining 122.5 square miles. Runoff <br /> events in both these streams are primarily in response to snowmelt and <br /> rainfall . Red Wash also receives flow from springs located at higher <br /> elevations approximately six miles north of the permit area. There are no <br /> springs in the permit area itself, although seeps exist at various sites along <br /> the Red Wash channel . The White River, which will receive discharge from the <br /> permit and adjacent area is a perennial stream. Water quantity in the White <br /> River exhibits seasonal variations typical of snowmelt rivers in the semi-arid <br /> regions of the intermountain west. The majority of flow in the White River <br /> occurs between May and July in response to snowmelt. Flows begin to decrease <br /> in July, increase slightly in October, in response to thunderstorm activity, <br /> and decline steadily until precipitation increases again in March. Surface <br /> water quality in the White River is characterized as a calcium-sulfate type. <br /> The soils hove developed in residuum from interbedded sandstone and shale or <br /> locally derived alluvium. There are also small areas of aeolian deposits on <br /> the lee sides of ridges. <br />