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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />2.3 Surface Water Resources <br /> <br />2.3.1 Stream Characteristics <br /> <br />Two main north-flowing streams exist in the study area. These are Box Elder Creek and <br />Coyote Run, a major left bank tributary to Box Elder Creek. In addition, 89 separate <br />major drainageways flow to these two creeks. All of the creeks in the study area flow <br />only intermittently, in response to significant rainfall or snowmelt events or high <br />groundwater inflow. <br /> <br />The main stem Box Elder Creek channel is wide and shallow, with a sandy bottom and <br />flat side slopes. Box Elder Creek exhibits a meandering channel pattern over most of its <br />length in the study area; however, one significant reach of channel has a markedly <br />straight, braided form. This reach extends from approximately 2 miles upstream ofI-70 <br />to 3 miles downstream. <br /> <br />Local residents have attested that this straight reach has a high capacity to infiltrate <br />surface flows. One resident located 4 miles upstream of 1-70 mentioned that water <br />flowed by his property for more than 2 months during the summer of 1993, including one <br />high-flow event that overtopped channel banks, but none of the flow ever reached 1-70. <br />The straight, braided form of this reach is most likely the result of aggradation processes <br />that occur when sediment laden flows infIltrate in this reach, leaving sediments to <br />accumulate in fans on the channel bottom. <br /> <br />Coyote Run and the smaller tributaries generally exhibit a meandering channel form, are <br />vegetated with grasses and occasional shrubs and trees, and have more pronounced side <br />slopes than the Box Elder Creek channel. <br /> <br />Box Elder Creek has an average channel gradient of 0.5 percent through the study area, <br />dropping 535 feet over a distance of 21 miles. Coyote Run and the smaller tributaries <br />have generally steeper gradients, ranging as high as 2.9 percent. <br /> <br />2.3.2 Reservoirs <br /> <br />There are no reservoirs within the study area, other than a number of small farm ponds. <br />A detention dam was constructed between 1938 and 1941 near the Town of Elizabeth to <br />help control flooding in the town (WRC, 1979). This dam was reportedly enlarged in <br />1976 by the U.S. Soil Conservation Service. The location of this facility is not readily <br />apparent on current 1:50,000 scale U.S. Geological Survey (USGS) mapping of Elbert <br />County. <br /> <br />Bootleg Reservoir, a State jurisdictional dam owned by the Henrylyn Irrigation District, <br />is located in Adams County, approximately 12 miles downstream of the study area. This <br />dam was breached in the early 1980's because of safety concerns by the State Engineer's <br /> <br />DENlOOlSl84.WPS <br /> <br />2-2 <br />