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<br />I TABLE NO. 3
<br />I COMPARISON OF CWCB AND RMC WATER SURFACE ELEVATIONS
<br /> 100-YEAR EVENT
<br />I CHANNEL
<br />HEC-2 LOCATION BOTTOM RMC W.S CWCB W.S.
<br /> CROSS-SECTION (STATION) 1 ELEV. (FTl3 ElEVATION2 ELEVATION2
<br />I 1 16+35 8,146.5 8,150.0 8,152.0
<br />I 2 19+00 8,154.9 8,159.3 8,160.1
<br />3 22+50 8,174.1 8,180.2 8,181.3
<br />4 26+00 8,197.8 8,202.9 8,203.8
<br />I 5 30+00 8,220.6 8,225.3 8,226.1
<br />6.1 30+80 8,228.4 8,235.7 8,238.1
<br /> 6.4 31+80 8,232.2 8,240.7 8,241.3
<br />I 7 32+15 8,234.9 8,240.5 8,241.3
<br />8 35+50 8,256.0 8,262.1 8,263.7
<br /> 9 39+00 8,277.7 8,282.6 8,283.8
<br />I 10 42+50 8,295.6 8,299.6 8,300.6
<br />11 46+50 8,318.3 8,323.2 8,324.7
<br />I 12.1 47+60 8,328.6 8,337.4 8,336.9
<br />12.2 48+90 8,339.6 8,349.6 8,356.6
<br /> 13 50+00 8,349.8 8,353.7 8,356.6
<br />I 14 52+50 8,367.4 8,368.8 8,373.3
<br />15 54+15 8,396.33 8,397.5 8,398.2
<br /> 16 56+20 8,417.03 Not comparable: cross-section is different
<br />I 17 60+00 8,445.33 8,445.4 8,447.9
<br />18 62+50 8,468.03 8,469.5 8,470.0
<br />I 19 65+00 8,484.4 8,485.8 8,486.6
<br />20 66+30 8,488.3 8,490.2 8,492.6
<br /> 21 67+40 8,506.03 8,507.5 8,509.0
<br />I 22 69+00 8,516.9 8,519.3 8,521. I
<br />23 72+50 8,543.5 8,546.9 8,549.5
<br /> 24.1 73+30 8,556.6 8,560.1 8,563.1
<br />I 24.4 74+00 8,563.3 8,572.5 8,573.6
<br />25 74+70 8,567.5 8,572.5 8,573.6
<br />I 26 78+00 8,602.0 8,605.0 8,607.2
<br />27 80+50 8,630.2 8,632.6 8,634.3
<br /> 28 84+00 8,650.0 8,652.5 8,654.3
<br />I 29.1 85+40 8,664.8 8,668.4 8,671.9
<br />29.4 86+20 8,665.5 8,671. 6 8,673.5
<br />30 86+50 8,670.0 8,671.8 8,674.1
<br />I 31 90+00 8,688.8 8,690.3 8,692.4
<br />32 94+50 8,722.0 8,722.9 8,725.2
<br />33 99+00 8,747.8 8,748.8 8,750.6
<br /> 'Oistance in hundreds of feet upstream from the confluence with North Clear Creek.
<br />I 2Elevations in map datum. (Ray & Associates l"zI00', 2' contour map.)
<br />3Channel bottom is in the street.
<br />I
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