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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 />The 100-year peak flows for future developnent conditions 1 isted in Table <br />III-1 have been used in the prel iminary design of the recommended drainage <br />improvanents discussed in this report. A h)drological model study by the <br />Omaha District of the U.S.A.C.E. has shown that short reaches of channeliza- <br />tion on lower Clear Creek will not significantly change the peak flows down- <br />strean. However, future developnent in the lower Clear Creek basin may <br />create pressures to channel ize more reaches of Cl ear Creek. Increased chan- <br />nel ization and consequent reduction in natural floodpl ain storage could <br />increase the peak flood discharges on lower Clear Creek by as much as 20%. <br />This fact should not be overlooked in the future should pressures occur to <br />channel ize other reaches of Clear Creek be~nd those identified in the <br />prel iminary design. <br /> <br />111-2 <br /> <br />VEGETATION <br /> <br />Vpgetation adjacent to Clear Creek, on sandy and gravelly alluvial soils con- <br />sists primarily of native grasses, mainly western l'.I1eatgrass, saltgrass, blue <br />grana, and switchgrass. Trees found along the banks are predominantly cot- <br />ton\\Oods and willows. This vegetation is 1 argely sustained by the natural <br />water table and by flooding. The main concern in establ ishing and maintain- <br />ing grass, shrub, tree, and garden plantings on this soil is wetness. Selec- <br />tion of water tolerable vegetation is critical for establ ishment. <br /> <br />SOILS <br /> <br />Soils within the Clear Creek Study Area, adjacent to Clear Creek consist pri- <br />marily of sandy and gravelly alluviun. These alluvial soils are moderate to <br />rapidly permeable, and are subject to periodic flooding in the spring runoff <br />months, April through July. The four main soils groups found adjacent to <br />Clear Creek and its floodplain are Sandy Alluvial Land (SM): Mollie Ustiflu- <br />vents, sandy-skeletal, 0-3 percent slopes (10S); Alda LOiJTI, 0-2 percent <br />slopes (3A); and Loany Alluvial Land, gravelly substratun (LV). <br /> <br />Detailed information pertaining to the soils, classifications and character- <br />istics along Clear Creek was prepared by the U.S. Department of Agriculture, <br />Soil Conservation Service. The information is contained in Soil Survey of <br />Adams County, Colorado, October 1974, and Inventory and Evaluation of Soils <br />for Jefferson County, prepared by the Field Office and Soil Survey staff of <br />the U.S.D.A. Soil Conservation Service for the Urban Drainage and Flood Con- <br />trol District, April 4, 1980. <br />