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<br />T <br />A <br />B <br />L <br />E <br />2 <br /> <br />FLOODING SOURCE FLOODWAY BASE FLOOD <br /> WATER SURFACE ELEVATION <br /> SECTION MEAN REGULATORY I WITHOUT I WITH I INCREASE <br /> D1STANCe1 WIDTH AREA VELOCITY FlOOOWAY FlOODWA Y <br />CROSS SECTION (FEET) {SQUARE (FEET PER <br /> fEET) SECOND) (FEET NGVD) <br />Hangmans Gulch <br />A 800 63 142 7.66 6,124.2 6,124.2 6,125.2 1.02 <br />B 1,300 81 141 7.81 6,139.2 6,139.2 6,139.2 0.0 <br />C 1,400 100 372 2.95 6,145.1 6,145.1 6,145.1 0.0 <br />D 2,000 57 130 8.63 6,161.0 6,161.0 6,161.0 0.0 <br />E 2,100 57 130 8.63 6,164.5 6,164.5 6,164.5 0.0 <br />F 2,600 57 130 8.56 6,180.9 6,180.9 6,180.9 0.0 <br />G 2,900 83 457 2.47 6,194.8 6,194.8 6,195.8 1.02 <br />H 3,700 52 133 9.12 6,219.7 6,219.7 6,219.7 0.0 <br />I 4,400 68 143 8.49 6,239.8 6,239.8 6,239.8 0.0 <br />J 5,400 221 176 4.77 6,264.8 6,264.8 6,264.8 0.0 <br />K 7,800 170 121 3.24 6,298.3 6,298.3 6,298.3 0.0 <br />L 8,800 32 50 7.05 6,325.2 6,325.2 6,325.2 0.0 <br />M 11 ,000 63 32 8.42 6,427.6 6,427.6 6,427.6 0.0 <br /> <br />1Feet Above Confluence With East Plum Creek <br />2Encroachment Limited to Channel Banks; Elevation Increase May Be Less Than 1.0 Foot <br /> <br />FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> <br />FLOODWAY DATA <br /> <br />DOUGLAS COUNTY, CO <br />(UNINCORPORATED AREAS) <br /> <br />HANG MANS GULCH <br />