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Red Mesa Aquifer Groundwater Study — Interim Report 2002 <br /> approximately 1 mile north of Highway 141, east of the Colorado State University Agricultural <br /> Experimental Station. Red Mesa and its adjacent drainages trend from the northeast to the <br /> southwest, descending approximately 1,300 feet in about 12 miles. <br /> Geologically, the study area is located in the eastern portion of the Colorado Plateau. Cretaceous <br /> sandstones and shales form the bedrock in the region. In the vicinity of Red Mesa, the Cliff <br /> House Sandstone and Lewis Shale dip to the south. <br /> The groundwater study focused on the glacial outwash gravel deposits from the La Plata <br /> Mountains that overlay most of the surface within the study area. These deposits mantle the <br /> bedrock and form a gently sloping mesa. This terrace gravel is generally thinnest to the south <br /> near the confluence of the La Plata River and Long Hollow where it is approximately 30 feet <br /> thick. The gravel wedge thickens to the north and northeast, with thicknesses typically measured <br /> from 50-100 feet between the towns of Marvel and Kline. The relatively permeable glacial <br /> material on top of an impervious bedrock layer makes up the Red Mesa Aquifer. <br /> 1.2 Summary of Maps and Graphs <br /> Detailed maps and graphs produced during the study include: <br /> • Figure 2A, 2B and 2C. Streamflow and Diversion Diagrams, showing main diversions <br /> and inflows to the La Plata River in the vicinity of Red Mesa. <br /> • Figure 3. Red Mesa Ditch Location Map, showing the ditches, rivers and creeks, wells <br /> and groundwater divide. These data are overlain on an Aerial Photograph of the study <br /> area. <br /> • Figure 4A and 4B. La Plata River Average Daily Flows, showing the average daily flows <br /> for 2001 and the average for the period 1917 to 2001. <br /> • Figure 5. High Water Table Map, showing groundwater elevations and flow paths during <br /> May 2001. <br /> 991-077/031 Wright Water Engineers, Inc. Page 2 <br /> Interim Report <br />