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<br />o O'JI n ? <br /> <br />e <br /> <br />e <br /> <br />e <br /> <br />changes in the glacial aquifer. Second, seasonal and temporal variations of the water <br />quality of the James River, the treated water, and groundwater were characterized over an <br />approximate 3-year period. Third, the injection well and modifications to the pipeline <br />system were designed and constructed. Fourth, the quality of the injectate and ground- <br />water were monitored during recharge. Finally, the collected data were analyzed and <br />evaluated to derive consistent conclusions regarding the success of the recharge related to <br />geology, aquifer characteristics, and water chemistry. <br /> <br />Water Source <br /> <br />The approximately 747-mile-long James River is a northern Great Plains prairie stream that <br />originates in North Dakota and empties into the Missouri River near Yankton, South Dakota <br />(figure 2). The river, which drains a total area of 21,116 square miles, is the dominant <br />surface water feature of the James River basin. The James River has one of the flattest <br />slopes of any river of similar length in North America. Channel capacities within South <br />Dakota vary between 200 cubic feet per second (efs) in southern Brown County to 10,000 efs <br />near the mouth. Flooding is common during spring snowmelt on the river. The average <br />mean monthly flow in the James River at Huron from April through June is nearly 800 cfs. <br /> <br />Geohydrology <br /> <br />Nearly all of the surficial deposits of eastern South Dakota consist of materials that are <br />glacial in origin and are collectively referred to as glacial drift. The two common groups of <br />glacial drift are till and outwash. Till, the most abundant glacial deposit, is a heterogeneous <br />mixture of silt, sand, gravel, and boulders in a clay matrix. Outwash consists of cross- <br />bedded gravel, sand, and silt. The thickness of outwash in eastern South Dakota varies <br />with location in the drift and ranges from 0 to greater than 200 feet. In the project area, the <br />outwash has a thickness of less than 10 to 75 feet. The bedrock immediately underlying the <br />glacial drift in the project area is Pierre Shale of the Cretaceous age. <br /> <br />The more sandy and gravelly glacial outwash deposits can yield significant quantities of <br />water to wells. Well yields of 300 gallons per minute (gpm) are common, with potential <br />yields of 1,000 gpm from the coarsest materials. The City of Huron's wells typically yield <br />about 350 gpm. <br /> <br />The inherent variability of the glacial drift material over very short distances required <br />extensive site characterization. In 1990, 76 test holes were drilled, driller's logs prepared, <br />and samples of drill cuttings collected. Of the 76 test holes, 70 were cased as observation <br />wells in and around the City of Huron.s well (figure 3) to supplement DENR's 15 existing <br />observation wells (figure 4). These wells were used to monitor water levels in the glacial <br />aquifer and for water sample collection. All water level and water quality data collected for <br />the Huron Recharge Project were entered into the USGS National Water Information <br />System computer database. The data collected about and from these wells are compiled in <br />Carter (1995, 1997). <br /> <br />5 <br />