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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 />7 <br /> <br />The reservoir flood storage capacity is 215,000 <br />acre-feet. This reservoir will provide some ad- <br />ditional protection for the Denver metropolitan <br />area and the agricultural lands downstream from <br />the City. The level of protection diminishes <br />with downstream location. <br />3. The Bear Creek Dam and Lake, initiated in late <br />1973, is scheduled for completion in late 1979. <br />The dam is located on Bear Creek about eight <br />miles upstream from its confluence with the South <br />Platte River in Denver. The reservoir will have <br />a flood storage capacity of 26,000 acre-feet. <br /> <br />the State Highway Patrol, and road maintenance crews assist <br />in flood fighting and evacuating people from flooded areas. <br /> <br />The most effective means to reduce flood hazards, is to be <br />aware of such hazards and avoid them. Implementing flood <br />plain regulation practices will keep improvements out of <br />the flood plain and out of danger. Flood proofing will tend <br />to reduce damage to the existing buildings and structures <br />within the flood plain. <br /> <br />FLOOD RELATED STUDIES AND PERTINENT DATA <br /> <br />The National Oceanic and Atmospheric Administration (NOAA) <br />maintains year-round surveillance of weather and flood <br />conditions. Although intense cloudburst activity in the <br />general region can be forecast, such storms and resultant flooding <br />in specific small drainage areas cannot be predicted accurately, <br />and in any event, forecests would provide very little advance <br />warning. <br /> <br />There have been four previous flood plain studies of the South <br />Platte River, three of which were produced by the Omaha Dis- <br />trict, Corps of Engineers (Ref. 2,3, 4) and one by Gingery <br />Associates, Inc., for the Federal Insurance Administration, <br />(Ref. 1). Reports for the floods of June 1965 and May 1973 <br />provided invaluable information on the actual extent of flood- <br />ing and high water marks. That information was used for com- <br />parison purposes for this report. The 1968 Corps of Engineers <br />Flood Plain Information Study described and updated hydrolo- <br />gic analysis of the South platte River, which included the ef- <br />fects of the June 1965 event (Ref. 2). <br /> <br />Throughout the study segment of the South Platte River in <br />Adams County, levees have also been constructed as a flood <br />protection measure. Photographic evidence of the South <br />Platte River floods of 1965 and 1973 (Ref. 3 and 4), how- <br />ever, show these levees to be ineffective. On certain seg- <br />ments of the South Platte River, records indicate that the <br />1965 and 1973 floods were of the 100-year magnitude or greater. <br /> <br />HYDROLOGIC AND HYDRAULIC DETERMINATIONS <br /> <br />HydrOlogic Analysis <br /> <br />Flood fighting and emergency evacuation plans are also factors <br />which can reduce the flood hazard. No formal plans for flood <br />fighting or emergency evacuation of people and personal property <br />from flood plain areas are known to have been prepared for <br />the South Platte River. However, during times of flooding, <br />agencies such as the local police, the sheriff's office, <br /> <br />The 100-year flood discharges used in this report were computed <br />and supplied by the Omaha District of the Corps of Engineers. <br />The flood discharges are represented to be characteristic of <br />1990 urbanized conditions. These discharges are slightly greater <br />v than those used in the Adams County Flood Insurance Study. The <br />discharges used in the FIA study were considered preliminary by <br />