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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 />Recommended Peak Discharges for the Eagle River Reach The streamgage is located at the <br />downstream end of the study reach, a 50-year record of peak flows is available, and only a relatively <br />small adjustment in computed discharges is needed to reflect flows in the reach of interest. It is <br />recommended that the discharges that were computed from the streamgaging data and adjusted by <br />the equation presented in the previous paragraph to reflect the smaller area of the Eagle River <br />upstream from Gypsum Creek and upstream of Brush Creek be used in the current study. Table 5 <br />shows the IOO-year peak flows needed for the limited-detail study of the Eagle River reach. The <br />IOO-year peak flows at the Gypsum gage and the values used in the current FIS for the Town of <br />Gypsum are included also. Peak flows for other return periods are shown also. <br /> <br />7 <br />