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<br />
<br />FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> SECTION MEAN ., WITHOUT, I , WITH I
<br />CROSS SECTION DISTANCEl WIDTH AREA VELOCITY REGULATORY FLOODWAY FLOODWAY INCREASE
<br />(FEET) (SQUARE (FEET PER
<br /> FEET) SECOND) (FEET NGVD)
<br />Fortification
<br />Creek
<br />A 0.38 136 777 4.6 6,178.8 6,178.8 6,179.6 0.2
<br />B 1.05 85 563 6.4 6,180.0 6,180.0 6,180.6 0.6
<br />C 1.68 76 698 5.2 6,182.6 6,182.6 6,183.3 0.7
<br />D 2.48 89 623 5.8 6,183.5 6,183.5 6,184.1 0.6
<br />E 2.84 102 663 5.4 6,184.6 6,184.6 6,185.4 0.8
<br />F 2.94 772 535 6.7 6,184.6 6,184.6 6,185.4 0.8
<br />G 11.63 902 763 4.7 6,206.1 6,206.1 6,206.6 0.5
<br />H 12.64 73 487 7.4 6,209.1 6,209.1 6,209.5 0.4
<br />I 13.66 70 525 6.9 6,211.3 6,211.3 6,211. 6 0.3
<br />J 16.23 70 482 7.5 6,215.5 6,215.5 6,216.0 0.5
<br />K 17.16 70 524 6.9 6,217.4 6,217.4 6,218.1 0.7
<br />L 18.37 106 962 3.7 6,218.8 6,218.8 6,219.6 0.8
<br />M 19.02 141 760 4.7 6,219.4 6,219.4 6,220.2 0.8
<br />N 19.77 144 961 3.7 6,220.4 6,220.4 6,221. 3 0.9
<br />0 20.66 373 1,666 2.2 6,221.0 6,221.0 6,221.9 0.9
<br />P 22.36 168 877 4.1 6,222.4 6,222.4 6,223.3 0.9
<br />Q 25.98 99 628 5.7 6,228.0 6,228.0 6,228.9 0.9
<br />R 27.04 440 2,092 1.7 6,229.1 6,229.1 6,230.1 1.0
<br />S 28.93 241 1,330 2.7 6,230.4 6,230.4 6,231.0 0.6
<br />T 31. 37 229 941 3.8 6,232.7 6,232.7 6,233.5 0.8
<br />U 35.32 257 1,205 3.0 6,237.7 6,237.7 6,238.5 0.8
<br />V 36.27 183 975 3.7 6,238.6 6,238.6 6,239.4 0.8
<br />W 37.61 118 852 4.2 6,240.3 6,240.3 6,241.1 0.8
<br />X 40.19 111 767 4.7 6,243.9 6,243.9 6,244.0 0.1
<br />Y 43.12 113 719 5.0 6,247.3 6,247.3 6,248.1 0.8
<br />Z 48.61 284 1,176 3.1 6,254.2 6,254.2 6,255.2 1.0
<br />
<br />1 2
<br />Thousands of Feet From Confluence With Yampa River Anabranch Floodway Lies Entirely Within Area
<br />Not Included
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />FlOODWAY DATA
<br />
<br />MOFFAT COUNTY, CO
<br />(UNINCORPORATED AREAS)
<br />
<br />FORTIFICATION CREEK
<br />
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