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<br />FLOODING SOURCE <br /> <br />Cross Section <br /> <br />Table 2. Floodway Data <br /> <br />FLooDWAY <br /> <br />Distancel <br /> <br />Width <br />( Feet) <br /> <br />Section Area <br />(Square Feet) <br /> <br />Mean <br />Velocity <br />(Feet per <br />Second) <br /> <br />Regulatory <br />( Feet) <br /> <br />BASE FLOOD ELEVATION <br /> <br />Without <br />Floodway <br />(Feet) <br /> <br />With <br />Floodway <br />(Feet) <br /> <br />Increase <br />(Feet) <br /> <br />Cherry Creek <br />Right Overbank <br />Splitflow <br /> <br />G <br />H <br /> <br />2,550 <br />3,100 <br /> <br />450 <br />450 <br /> <br />1. 109 <br />787 <br /> <br />5,3 <br />7.5 <br /> <br />5,637,4 <br />5,641.1 <br /> <br />5,637.4 <br />5,641.1 <br /> <br />5,637.7 <br />5,641.1 <br /> <br />0,3 <br />0,0 <br /> <br />\ <br /> <br />REVISED DATA <br /> <br />1Feet Above Confluence With Cherry Creek <br /> <br />--- <br /> <br />REVISED TO <br />REFLECT LOMR <br />DATED JUL 155 <br />