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<br />T
<br />A
<br />B
<br />l
<br />E
<br />2
<br />
<br /> FLOODING SOURCE FLOODWA Y BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> SECTION MEAN I WlfHOUT I WITH I INCltI:ASi:
<br /> REGULATORY flOODWAY FLOODWAY
<br />(ROSS Sl-(IION DISTANCE1 WIDTH AREA VELOCITY
<br /> (~t:r: ) {SQUARE (rEElf'ER
<br /> fEET) SECOND) (FEEl NGVD)
<br />Coal Mine Draw
<br /> A 1,105 37 123 6.8 5,198.5 5,198.5 5,199.2 0.7
<br /> B 1,605 28 92 9.1 5,202.9 5,202.9 5,203.2 0.3
<br /> C 2,475 26 106 7.9 5,212.3 5,212.3 5,212.7 0.4
<br /> D 3,360 22 82 10.2 5,224.9 5,224.9 5,224.9 0.0
<br /> E 3,450 501 185 3.4 5,243.4 5,243.4 5,243.4 0.0
<br /> F 3,473 533 316 2.0 5,243.7 5,243.7 5,243.7 0.0
<br /> G 3,570 30 354 2.3 5,243.7 5,243.7 5,243.7 0.0
<br />College Canyon
<br />Draw 2 2
<br /> A 0 27 68 3.8 5,192.2 5,187.6 5,188.6 1.0
<br /> B 215 112 60 4.2 5,192.5 5,192.5 5,192.5 0.0
<br /> C 235 58 48 5.2 5,193.5 5,193.5 5,193.6 0.1
<br /> D 310 22 36 7.3 5,195.6 5,195.6 5,195.7 0.1
<br /> E 590 28 68 3.8 5,198.8 5,198.8 5,199.0 0.2
<br /> F 1,560 17 33 8.0 5,213.6 5,213.6 5,213.7 0.1
<br /> G 1,630 4 21 12.4 5,216.2 5,216.2 5,216.6 0.4
<br /> H 1,700 27 190 2.0 5,220.8 5,220.8 5,221.8 1.0
<br /> I 2,335 22 83 5.7 5,223.0 5,223.0 5,223.2 0.2
<br /> J 2,875 17 52 9.0 5,227.0 5,227.0 5,227.1 0.1
<br /> K 3,285 25 91 5.2 5,231.1 5,231.1 5,231.3 0.2
<br /> L 3,345 14 77 6.1 5,231.1 5,231.1 5,231.3 0.2
<br /> M 3,400 20 91 5.2 5,231.5 5,231.5 5,231.7 0.2
<br /> N 4,160 27 81 5.8 5,240.0 5,240.0 5,240.1 0.1
<br /> 0 4,560 24 65 7.2 5,243.2 5,243.2 5,243.3 0.1
<br /> p 4,610 20 60 7.8 5,243.5 5,243.5 5,243.6 0.1
<br />
<br />IFeet Above Mouth
<br />2Elevation Computed Without Consideration of Backwater From the White River
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />FLOODWAY DATA
<br />
<br />TOWN OF RANGELY, CO
<br />(RIO BLANCO CO.)
<br />
<br />COAL MINE DRAW - COLLEGE CANYON DRAW
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