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<br /> FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> 1 SECTION MEAN .1 WITHOUT J WITH I
<br /> CROSS SECTION DISTANCE WIDTH AREA VELOCITY REGULATORY FLOODWAY FI.QODWAY INCREASE
<br /> . (FEET) ( SQUARE (FEET PER
<br /> FEET) SECOND) (FEET NGVD)
<br />Sutherland Creek
<br /> A 1,302 190 520 10,3 6,264,4 6,264,4 6,264,4 0,0
<br /> B 1,617 129 505 11.3 6,279.8 1.6,279.8 6,279,8 0.0
<br /> C 2,104 306 706 8,1 6,305,8 6,305,8 6,305,8 0.0
<br /> D 2,669 249 626 9.1 6,327.5 6,327.5 6,327,5 0.0
<br /> E 3,087 333 969 5.9 6,344.0 6,344,0 6,344,0 0.0
<br /> F 3,493 299 638 9,0 6,351.2 6,351.2 6,351.2 0.0
<br /> G 3,958 201 884 6,5 6,376,6 6,376,6 6,376,6 0.0
<br /> H 4,398 94 477 12,0 6,389,5 6,389,5 6,389,5 0.0
<br /> I 4,781 154 477 12.0 6,407,2 6,407.2 6,407,2 0.0
<br /> J 4,956 142 524 10,9 6,416.0 6,416.0 6,416.0 0,0
<br /> K 5,301 123 524 10.9 6,429,2 6,429,2 6,429,2 0.0
<br /> L 5,471 125 801 7.2 6,442,5 6,442,5 6,442,5 0.0
<br /> M 6,571 108 494 11.6 6,502.1 6,502.1 6,502,1 0.0 .':
<br /> Williams Canyon 2 2
<br />... A .. I 150 I .125 460 . 9....8. ...... 6,353.7 6,344.9 6,344,9 ... 0.0
<br /> B 725 53 323 14.0 6,375,1 6,375,1 6,375.1 0.0
<br /> C 1,151 91 414 11,4 6,398.6 6,398.6 6,398.6 0.0
<br /> D 1,271 121 609 7.7 6,402,8 6,402.8 6,402,8 0.0
<br /> E 1,651 74 367 12,8 6,425.0 6,425.0 6,425,0 0.0
<br /> F 1,989 45 408 11.5 6,448,1 6,448.1 6,448.1 0.0
<br />
<br />1Feet Above Confluence with Fountain Creek 2E1evation Computed Without Consideration of Backwater From
<br />Fountain Creek
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />FLOODWAY DATA
<br />
<br />-4
<br />>-
<br />all
<br />r-
<br />....
<br />N
<br />
<br />CITY OF MANITOU SPRINGS. CO
<br />(EL PASO CO.1
<br />
<br />SUTHERLAND CREEK-WILLIAMS CANYON
<br />
<br />A
<br />
<br />.
<br />
<br />..
<br />
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