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<br />attributable to flooding might be temporary evacuation of some <br />areas, eroded streambanks, and flood fighting and post-flood cleanup <br />and restoration. <br /> <br />The Colorado River has a long history of snowmelt flooding, but <br />due to the rural nature of the region, detailed information on <br />flood events in the study area is not available. The first flood <br />of record on the Colorado River in the study area occurred in <br />June and July 1884. <br /> <br />.. <br /> <br />Other floods on the river were recorded in 1917, 1920, 1921, 1935, <br />1952, and 1957. The 1884 flood is generally considered the most <br />severe known in the Palisade area. It resulted from rapid melting <br />of a deep snowpack and concurrent heavy rains. <br /> <br />2.4 <br /> <br />Flood Protection Measures <br /> <br />There are no flood-control projects that have an effect in the <br />study area. Reservoirs in the Colorado River Basin above the <br />study area are operated for water conservation purposes and conse- <br />quently provide only incidental flood protection to the Palisade <br />area. However, incidental storage, trans-mountain diversion, <br />and irrigation uses have served, and will probably continue to <br />serve, in reducing peak flows of very large floods in the study <br />reach. <br /> <br />Palisade has a zoning ordinance, but it does not address flood <br />hazards. <br /> <br />3.0 ENGINEERING METHODS <br /> <br />For the flooding sources studied in detail in the community, standard <br />hydrologic and hydraulic study methods were used to determine the flood <br />hazard data required for this study. Flood events of a magnitude which <br />are expected to be equaled or exceeded once on the average during any <br />10-, 50-, 100-, or 500-year periOd (recurrence interval) have been selected <br />as having special significance for flood plain management and for flood <br />insurance rates. These events, commonly termed the 10-, 50-, 100-, <br />and 300-year floods, have a 10, 2, 1, and 0.2 percent chance, respectively, <br />of being equaled or exceeded during any year. Although the recurrence <br />interval represents the long term average period between floods of a <br />specific magnitude, rare floods could occur at short intervals or even <br />within the same year. The risk of experiencing a rare flood increases <br />when periods greater than 1 year are considered. For example, the risk <br />of having a flood which equals or exceeds the 100-year flood (1 percent <br />chance of annual exceedence) in any 50-year period is approximately <br />40 percent (4 in 10), and, for any 90-year period, the risk increases <br />to approximately 60 percent (6 in 10). The analyses reported herein <br />reflect flooding potentials based on conditions existing in the community <br />at the time of completion of this study. Maps and flood elevations <br />will be amended periodically to reflect future changes. <br /> <br />5 <br />