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- 16 - <br />Two seeps were also located within the drainage of the proposed life-of-mine <br />disposal area site. The water quality of both these seeps is typical of <br />Mancos ground water, with a high content of sulfates and total dissolved <br />solids (7DS). The Mancos Shale is generally considered to be a relatively <br />impermeable rock unit. The presence of seeps from this shale indicates some <br />component of ground water movement. The potential impact of this groundwater <br />is discussed later in relationship to the proposed refuse disposal site for <br />the life-of-mine plan. <br />The major source of ground water along the Colorado River is provided by the <br />alluvial deposits fringing the river which have relatively good water <br />quality. Surface water tributaries and their alluvial bodies along the <br />Colorado River also provide significant quantities of water for irrigation, <br />stock, municipal and domestic purposes. Most local wells completed in the <br />alluvial aquifers are less than 100 feet deep in the area of the mine. The <br />alluvium in the are a. is recharged from contact with surface water of the <br />Colorado River and its tributaries, and from upland sheet flow and snow melt. <br />The alluvial bodies adjacent to the Colorado River will release water back to <br />the surface water system during periods of low flow. Therefore, any impacts <br />to the alluvial ground water also have potential to impact the quality or <br />quantity of water within the Colorado River. <br />The present permit term of the Coal Ridge #1 Mine will involve an operations <br />plan that calls for minor disturbance both on the surface and underground, <br />compared to the life-of-mine plan. The proposed surface disturbance for this <br />permit term is 37.5 acres, compared to 256 acres for life-of-mine. The <br />underground disturbance is proposed for 110 acres in this permit term, and <br />5900 acres for the life-of-mine plan. Obviously, the potential impacts of the <br />life-of-mine plan are greater than under this permit term. This Probable <br />Hydrologic Consequences section will focus upon those impacts of the <br />life-of-mine, except where some variance might exist in this permit term. <br />These life-of-mine impacts are projected to be worst case, and should not be <br />realized during this permit term. <br />The Coal Ridge No. 1 Mine is designed as a hydraulic mining process within the <br />Wheeler coal seam. The hydraulic mining process is a relatively new <br />development within the coal industry, which uses high pressure water to <br />fracture and rubblize the coal. Entries within the coal seam are designed to <br />move upslope so that gravity allows the slurry of coal and water to flow from <br />the mining section to the portal. The entire mine is designed as a closed <br />water system enabling reuse of almost all the water within the hydraulic <br />system. The total acreage to be mined during the life-of-mine is 5,900 <br />acres. The total surface disturbance proposed for the life-of-mine is 256 <br />acres. <br />