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<br />FLOODING SOURCE <br /> <br />Table\2. Floodway Data <br /> <br />- -FLOOnwAY <br /> <br />,'j <br /> <br />Cross Section <br /> <br />Hangmans Gulch <br />G <br />H <br />I <br />J <br />K <br />L <br /> <br />f-' <br />00 <br /> <br />REVISED DATA <br /> <br />1 <br />Feet Above Mouth <br /> <br />width <br />Distancel (Feet) <br /> <br />2,980 <br />3,663 <br />4,368 <br />5,253 <br />7,453 <br />8,453 <br /> <br /> <br />82 <br />64 <br />36 <br />66 <br />169 <br />32 <br /> <br />Section Area <br />(Square Feet) <br /> <br />369 <br />143- <br />117 <br />113 <br />117 <br />50 <br /> <br />Mean <br />Velocity <br />(Feet per <br />Second) <br /> <br />3.06 <br />8.48 <br />10.37 <br />7.43 <br />3.35 <br /> <br />. <br /> <br />, <br /> <br />" <br /> <br /> BASE FLOOD ELEVATION <br /> Without With <br />Regulatory Floodway Floodway Increase <br />(Feet) (Feet) (Feet) (Feet) <br />6,196.9 6,196.9 6,197.4 0,5 <br />6,214.7 6,214,7 6,214,7 0.0 <br />6,236.4 6,236.4 6,236.4 0.0 <br />6,256.5 6,256.5 6,256.5 0.0 <br />6,298.3 6,298,3 6,298,3 0,0 <br />.2 6,325.2 6,325.2 0.0 <br /> <br /> <br />REVISED Tlt <br />REFLECT lOMR' <br />DA TE()JUN 18 1996 <br />