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i <br />• <br />subject to administration under the doctrine of appropriation. <br />Figure 6 shows the locations of known wells in the vicinity <br />of the mining site, These wells have been located to the . <br />nearest quarter-quarter section. The numbers on the map refer <br />to Figure 7 which lists information on file with the State <br />Engineer's Office for each well. <br />The sand and gravel overlie a bedrock of Pierre Shale. The <br />formation may be as much as 5,000 feet thick and yields only <br />small amounts of water to wells where fractured extensively. <br />The Pierre Shale is underlain by the Dakota sandstone, which <br />can yield as much as 25 gallons per minute to wells. <br />Since the gravel of the alluvial aquifer is to be mined dry, a <br />dewatering trench will be excavated around the area prior to <br />mining. Ground water which seeps into the trench will be pumped <br />out. The pumping will be monitored under NPDES permit No. CO-0036200. <br />Dewatering will lower ground water levels in the vicinity of the <br />excavation, The depth to water varies from 1 or 2 feet near the <br />Poudre on the northeast to 8 or 10 feet in the terrace west of <br />the mine area. The saturated thickness of the sands and gravels <br />ranges from 8 to 15 feet across the area. Ground water contour <br />information was assembled from test hole information provided <br />by Flatiron. The Pierre Shale which forms the lower boundary <br />of the alluvial aquifer has been eroded creating an uneven <br />bedrock topography. Vertical ground water movement is controlled <br />G- 3 <br />