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<br />The growing season is 136 days and lasts from mid-March through <br />late October. <br /> <br />Vegetation in the area consists of juniper and pinon forest cover <br />with oak brush and sage dominating the drier slopes. Vegetation <br />in the highest mountain areas is classified as alpine slope and <br />meadow, with a cover of mixed alpine tundra grass, sedge, forbs, <br />and alpine willow. <br /> <br />Carbondale sits at approximately 6,000 feet and is bordered by <br />high mesas ranging in elevation from 7,000 to 11,000 feet. <br /> <br />2.3 Principal Flood Problems <br /> <br />Most of the annual precipitation in the Colorado River Basin occurs <br />as snow resulting in a deep snowpack in the higher regions. Major <br />floodflows on the Crystal River within the study area result from <br />the rapid melting of the mountain snowpack during the period from <br />late May through early July. Snowmelt floods are characterized by <br />moderate peak flows, large volumes and long durations, and marked <br />diurnal fluctuation in flow. Rainfall on melting snow accelerates <br />the rate of snowmelt adding to floodflows. Large flows as the <br />result of rainstorms have generated floods on tributaries to the <br />Crystal River, but not on the main stem. <br /> <br />A snowmelt flood that occurred in 1884 is generally considered to <br />be the most severe known in Garfield County, with a 300-year <br />recurrence interval. Other periods of high flow occurred in 1930, <br />1957, and 1971. More recently, in June 1983, snowmelt waters <br />exceeded the riverbanks in many areas of the county. The flows <br />for this flood were less than the 10-year flows used in this report. <br /> <br />2.4 Flood Protection Measures <br /> <br />There are no flood control projects that afford protection to the <br />study area. <br /> <br />The flood control and related water resources development problems <br />of the Upper Colorado River Basin have been under study by the COE <br />for a number of years. At this time, however, no projects are <br />proposed to protect the study area. <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-, and <br />500-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 /> <br />4 <br />