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<br /> FLOODWAY BASE FLOOD <br />FLOODING SOURCE WATER SURFACE ELEVATION <br /> 2 SECTION MEAN '1 WITHOUT. 1 WITH I <br />CROSS SECTION 1 WIDTH AREA VELOCITY REGULATORY FLOODWAY FLOODWAY INCREASE <br />DISTANCE (FEET) (SQUA~ (FEET PER <br /> FEET SECOND) (FEET NGVD) <br />Colorado River <br />(At Glenwood <br />Springs) <br />A 1,010 302/25 3,889 10.3 5,695.4 5,695.4 5,695.4 0.0 <br />J 9,940 354/79 2,743 14.6 5,717.0 5,717.0 5,717.5 0.5 <br />K 9,990 187/67 2,520 15.9 5,717.0 5,717.0 5,717.5 0.5 <br />L 10,030 187/67 2,682 14.9 5,718.0 5,718.0 5,718.4 0.4 <br />M 10,070 274/114 4,150 9.6 5,720.6 5,720.6 5,720.8 0.2 <br />N 10,530 517/157 7,214 5.5 5,722.3 5,722.3 5,722.4 0.1 <br />0 10,950 247/117 3,751 10.7 5,722.4 5,722.4 5,722.4 0.0 <br />AB 17,830 187/162 3,258 10.0 5,745.8 5,745.8 5,745.8 0.0 <br /> <br />IFeet Above Confluence With Mitchell Creek 2Width/Width Within Study Area <br /> <br />FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> <br />FLOODWAY DATA <br /> <br />..... <br />- <br />ClllI <br />.... <br />.... <br />N <br /> <br />GARFIELD COUNTY, CO <br />(UNINCORPORATED AREAS) <br /> <br />COLORADO RIVER (AT GLENWOOD SPRINGS) <br />