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<br /> FLOODWAY BASE FLOOD <br /> FLOODING SOURCE WATER SURFACE ELEVATION <br /> 1 SECTION MEAN REGULATORY I WITHOUT.' WITH I <br /> WIDTH AREA VELOCITY FLOODWAY FLooDWAY INCREASE <br />CROSS SECTION DISTANCE (FEET) ( SQUARE (FEET PER <br /> FEET) SECOND) (FEET NGVD) <br />Black Gore Creek <br /> A 60 70 143 10.4 8,574.9 8,574.9 8,575.9 1.0 <br /> B 220 65 140 11. 9 8,582.4 8,582.4 8,583.2 0.8 <br /> C 360 60 143 12.3 8,588.3 8,588.3 8,589.3 1.0 <br /> D 515 90 156 8.6 8,595.2 8,595.2 8,595.2 0.0 <br /> E 640 37 130 7.4 8,599.4 8,599.4 8,600.0 0.6 <br /> F 765 20 86 11.2 8,604.2 8,604.2 8,604.2 0.0 <br /> G 1,160 35 100 9.6 8,624.8 8,624.8 8,624.8 0.0 <br /> H 1,39,0 35 98 9.8 8,638.0 8,638.0 8,638.0 0.0 <br /> <br />1 <br />Feet Above Confluence With Lower Gore Creek <br /> <br />FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> <br />-I <br />~ <br />- <br />... <br />'" <br />"" <br /> <br />FlOODWAY DATA <br /> <br />TOWN OF VAIL, CO <br />(EAGLE CO.) <br /> <br />BLACK GORE CREEK <br />