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<br />FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> 1 SECTION MEAN , I WITHOUT J WITH I
<br />CROSS SECTION DISTANCE WIDTH AREA VELOCITY REGULATORY FLOODWAY FLooDWAY INCREASE
<br />(FEET) (SQUA~ (FEET PER
<br /> FEET SECOND) (FEET NGVD)
<br />Rifle Creek
<br />A 355 30 261 15.0 5,293.7 5,293.7 5,293.7 0.0
<br />B 425 158 1,315 3.0 5,298.1 5,298.1 5,298.1 0.0
<br />C 470 158 1,333 2.9 5,298.3 5,298.3 5,298.3 0.0
<br />D 605 96 426 9.2 5,298.7 5,298.7 5,298.7 0.0
<br />E 830 166 685 5.7 5,301.1 5,301.1 5,301.1 0.0
<br />F 1,500 107 372 10.5 5,306.0 5,306.0 5,306.1 0.1
<br />G 1,750 51 316 12.4 5,309.4 5,309.4 5,309.4 0.0
<br />H 2,140 71 321 12.2 5,314.8 5,314.8 5,314.8 0.0
<br />I 2,270 87 531 7.4 5,317.8 5,317.8 5,317.8 0.0
<br />J 2,690 116 437 9.0 5,320.4 5,320.4 5,320.7 0.3
<br />K 3,955 211 648 6.0 5,332.9 5,332.9 5,333.6 0.7
<br />L 4,600 93 652 6.0 5,341.8 5,341.8 5,342.8 1.0
<br />M 5,000 142 1,005 3.6 5,346.9 5,346.9 5,347.8 0.9
<br />N 5,390 352 1,006 3.6 5,347.7 5,347.7 5,348.5 0.8
<br />0 5,675 107 456 7.9 5,350.1 5,350.1 5,350.1 0.0
<br />p 5,720 91 354 10.2 5,350.2 5,350.2 5,350.2 0.0
<br />Q 5,930 163 614 5.9 5,353.1 5,353.1 5,353.1 0.0
<br />R 6,410 55 288 12.5 5,357.4 5,357.4 5,357.4 0.0
<br />S 6,695 69 466 7.7 5,361.4 5,361.4 5,361.9 0.5
<br />T 6,945 65 378 9.6 5,362.5 5,362.5 5,363.3 0.8
<br />U 7,585 42 266 13.6 5,369.7 5,369.7 5,369.7 0.0
<br />V 8,120 79 570 6.3 5,375.1 5,375.1 5,375.3 0.2
<br />W 8,890 101 461 7.8 5,379.0 5,379.0 5,379.5 0.5
<br />X 9,230 117 666 5.4 5,382.1 5,382.1 5,383.1 1.0
<br />y 9,280 1932 259 6.6 5,385.4 5,385.4 5,385.4 0.0
<br />AD 12,030 52 242 8.6 5,401.2 5,401.2 5,401.8 0.6
<br />
<br />IFeet Above Confluence With Colorado River 2Floodway Lies Entirely Outside Corporate Limits
<br />
<br />~
<br />,..
<br />1:11'
<br />....
<br />,..,
<br />N
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />FLOODWAY DATA
<br />
<br />CITY OF RIFLE, CO
<br />(GARFIELD CO.)
<br />
<br />RIFLE CREEK
<br />
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