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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 />. <br /> <br />However, the most important use of the 1Oo-year flood event lies in flood plain <br /> <br /> <br />designation and land use regulation as set forth in the state statutes. The state of <br /> <br /> <br />Colorado considers the 1Oo-year frequency flood as the flood event to be used in <br /> <br /> <br />designing and protecting stmctures and dwellings for human occupation. Therefore, <br /> <br /> <br />all flood plain regulations are based upon the 100-year flood. Also, the area which <br /> <br />would be inundated by the 1Oo-year flood may be delineated as an area of state <br /> <br /> <br />interest as set forth in H.B. 1041, the State's land use bill. <br /> <br /> <br />500- Year Flood Event: The 500-year flood event is useful in making the public <br /> <br /> <br />aware that floods larger than the 100-year flood can, and do, occur. Just because a <br /> <br /> <br />person is li\'ing above the Ioo-year flood boundary does not mean that home is <br /> <br /> <br />completely safe from flooding. The 5oo-year flood event can also be used for <br /> <br /> <br />regulating high risk developments with the flood plain, such as nuclear power plants <br /> <br /> <br />or the storage/manufacture of toxic or explosive materials. <br /> <br />Flooded Areas <br /> <br /> <br />As indicated, the 1Oo-year frequency flood has been selected by the state of <br /> <br /> <br />Colorado as the flood event to be used for flood plain delineation and regulation. The <br /> <br /> <br />flooded area plates show the boundary of the 1Oo-year flood plain. Since the base <br /> <br /> <br />map for the flooded area plates is a t\\'O-foot contour map, the outlines of the other <br /> <br /> <br />flood events - 10-,50-, and soo-year - can be plotted using the flood e\'ent ele\-ation <br /> <br />contained in this report. <br /> <br /> <br />The flood elevations have been estimated by using surveyed channel cross- <br /> <br /> <br />sections and detailed topographic mapping. The hydraulic model (HEC-2) assumes <br /> <br /> <br />that the hydraulic sections; such as the natural channel, channels formed by dikes or <br /> <br />18 <br />