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<br />FLOODING SOURCE FLOODWAY BASE FLOOD <br /> WATER SURFACE ELEVATION <br /> 1 SECTION MEAN r I WITHOUT ,I WITH I <br />CROSS SECTION DISTANCE WIDTH AREA VELOCITY REGULATORY FLOODWAY FLOODWAY INCREASE <br />(FEET) (SQU~ (FEET PER <br /> FEET SECOND) (FEET NGVD) <br />college Canyon <br />Draw (Cont'd) <br />Q 4,730 28 106 4.4 5,245.5 5,245.5 5,245.7 0.2 <br />R 4,770 22 53 8.9 5,246.5 5,246.5 5,246.6 0.1 <br />S 5,290 32 93 5.1 5,251. 4 5,251.4 5,251.5 0.1 <br />T 5,740 20 52 9.0 5,255.4 5,255.4 5,255.5 0.1 <br />U 5,790 7 33 12.7 5,256.8 5,256.8 5,257.0 0.2 <br />V 5,857 7 50 8.5 5,258.9 5,258.9 5,259.6 0.7 <br />W 5,897 52 260 1.7 5,260.9 5,260.9 5,261.4 0.5 <br />X 6,127 27 101 5.5 5,260.9 5,260.9 5,261. 4 0.5 <br />y 6,407 11 49 11.3 5,263.3 5,263.3 5,263.8 0.5 <br />Z 9,422 19 57 9.9 5,314.0 5,314.0 5,314.0 0.0 <br />AA 10,232 22 60 9.3 5,329.6 5,329.6 5,329.6 0.0 <br /> <br />1 <br />Feet Above Mouth <br /> <br />FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> <br />FLOODWAY DATA <br /> <br />.... <br />;po <br />I:IlI <br />r- <br />.... <br />N <br /> <br />TOWN OF RANGEL Y CO <br />(RIO BLANCO CO.)' <br /> <br />COLLEGE CANYON DRAW <br />