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ground water except during periods of stream flow. The most significant area of alluvium /colluvium <br />occurs in the NW' /4 of Section 13, Township 13 South, Range 92 West (Steven's Gulch wellfield), where <br />a 25- foot -thick sandstone outcrop has created a topographic restriction such that a considerable <br />thickness of alluvial sands and colluvial material has been deposited. Test wells drilled by the applicant <br />indicate that the alluvium in this area can support a pumping rate of approximately 28 gpm (Ground <br />Water Hydrology Appendix, Volume 4). The applicant had installed a production well and used this <br />water for domestic use, dust control, and fire control. <br />The recharge to the Steven's Gulch well field area is through flow from the adjacent colluvial deposits <br />and from a leaky pipeline aqueduct. The ground water flows through the colluvium downslope to the <br />alluvium, where it becomes trapped or temporarily stored. This situation is somewhat modified by the <br />presence of landslide complexes which occur throughout the general area in the Bowie and five <br />adjoining quadrangles (Colorado Geological Survey Information Series 5, 34p.). <br />Ground water will tend to move down through the more permeable material and along lateral shears of <br />these landslide complexes. The sources of ground water discharges from the Steven's Gulch alluvium at <br />the well field are through the applicant's wells, through underflow within the alluvium down the old <br />bedrock channel of Steven's Gulch, and through discharges to the stream during high water table <br />conditions in spring and early summer. <br />Water quality analysis for the Steven's Gulch well water indicates good quality water, with none of the <br />parameters exceeding the recommended standards of the Colorado Department of Public Health and the <br />Environment. <br />Alluvial /colluvial deposits in the Terror Creek drainage near the Morrell Cow Camp are also being <br />utilized for water supply purposes. However, no impact is predicted for these areas since lands affected <br />by mining lie to the south and east. <br />Occurrences of ground water have been noted in the Mesaverde Formation from information obtained <br />from drilling, experience in the mine and from the presence of springs and seeps in the permit area and <br />hydrologically adjacent area. This information indicates that the only potential regional aquifer in the <br />area is the continuous Rollins Sandstone, located stratigraphically approximately 200 feet below the D <br />coal seam. Recharge to the Rollins Sandstone occurs along outcrops and along subcrops beneath the <br />alluvium of Terror Creek to the east and Steven's Gulch to the southwest. However, due to the steepness <br />of the topography in the outcrop areas (i.e. sandstones are cliff formers) and the narrowness of the <br />stream valleys, the Rollins Sandstone receives little recharge. Some recharge to this continuous unit <br />may come directly from the percolation of snowmelt and precipitation downward through fractures. <br />While no site - specific aquifer characteristics for this unit are available from the permit area, indications <br />are that saturated portions of the Mesaverde Formation are not good aquifers (Section 2.04.7, <br />Volume 1). <br />Ground water occurrences in the stratigraphic interval of the Mesaverde Formation above the D seam <br />are a function of the depositional environment and are characterized by saturated horizons of localized <br />lateral and vertical extent, separated by low porosity, unsaturated intervals. These saturated horizons do <br />not appear to contribute significantly to overall regional ground water flow. <br />When in operation, the Bowie No. 1 Mine had experienced maximum inflows of around 1,500 gpd. <br />This inflow came from both the floor and roof and was generally roof drips or wet areas on the floor. <br />Mining progressed below East Roatcap Creek and mine inflows increased but still remained <br />Page 10 of 42 <br />