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<br />I <br />I <br />'. <br />. <br />. <br />I <br />. <br />. <br />I <br />. <br />I <br />I <br />'. <br />I <br />I <br />I <br />'. <br />I <br />I <br /> <br />Presently, portions of Clear Creek are considered to have <br />a high flood damage potential. The preservation of the floodplain <br />will serve, at least, to maintain the present level of damage po- <br />tential while any improvements will minimize or reduce the flood <br />damage potential. Reducing the flood hazard potential can be <br />accomplished through structural improvements to bridges and <br />channels, flood proofing, and by intrOducing an operational and <br />effective floodplain management program. <br /> <br />REFERENCES <br /> <br />1. Topographic Mapping, Clear Creek Floodplain, Scale: 1"=200', <br />Two-Foot Contour Interval, Bell Mapping Company, 1978-79. <br />Photography May 3, 1977. <br /> <br />2. Flood Insurance Study, Adams County, Colorado, u.S. Depart- <br />ment of Housing and Urban Development, Federal Insurance Ad- <br />ministration, February 1979. <br /> <br />3. Flood Plain Information, Metropolitan Region, Denver, Colorado, <br />Volume III, Clear Creek, u.S. Army Corps of Engineers, Omaha <br />District, January 1966. <br /> <br />4. Hydrology for Clear Creek, Jefferson and Adams Counties, <br />Colorado, by Omaha District, u.S. Army Corps of Engine~rs, <br />January 1978. <br /> <br />5. Guidelines for Determining Flood Flow Frequency, Bulletin #17, <br />u.S. Geological Survey, March 1976. <br /> <br />6. Massachusetts Institute of Technology Catchment Model (MITCAT), <br />prepared for u.S. Office of Water Resource Research by Massa- <br />chusetts Institute of Technology. <br /> <br />7. u.S. Environmental Protection Agency, Storm Water Management <br />Model, Version II, Environmental Research Center, Cincinnati, <br />Ohio. <br /> <br />8. Precipitation-Frequency Atlas of the Western United States, <br />Volume II, Colorado, u.S. Department of Commerce, National <br />Oceanic and Atmospheric Administration (NOAA), 1973. <br /> <br />9. HEC-II Water Surface Profiles, Generalized Computer Program, <br />U.S. Army Corps of Engineers, Hydrologic Engineering Center, <br />Davis, California, 1973. <br /> <br />-8- <br />