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<br /> FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> - WATER SURFACE ELEVATION
<br /> SECTION MEAN REGULATORY I WITHOUT I WITH I INCREASE
<br />CROSS SECTION D!ST ANCE 1 WIDTH AREA VElOCITY FlOODWAY FlOODWA Y
<br /> (fEET) (SQUARE (FEET PER
<br /> FEET) SECOND} (FEET NGVD)
<br />Big Dry Creek
<br /> A 58,320 114 420 6.0 5,039.0 5,039.0 5,039.0 0.0
<br /> B 60,530 922 1,225, 2.1 5,049.0 5,049.0 5,049.0 0.0
<br /> C 62,030 , 375 882 2.9 5,051.5 5,051.5 5,051.5 0.0
<br /> D' 64,080 574 1,046 2.4 5,056.0 5,056.0 5,056.0 0.0
<br /> E 71 ,380 1,308 2,389 5.2 5,079,1 5,079.1 5,079.2 0.1
<br /> F 73,330 1,300 4,019 3.0 5,082.0 5,082,0 5,082.0 0.0
<br /> G 73,630 1,240 1,887 6.4 5,083,2 5,083.2 5,083.2 0.0
<br /> H 75,730 836 2,770 4.3 5,090.9 5,090.9 5,090.9 0.0
<br /> I 75,830 1,001 3,576 3.4 5,091.5 5,091.5 5,091.5 0.0
<br /> J 78,630 900 2,277 5.3 5,098,0 5,098.0 5,098.0 0.0
<br /> K 81,530 791 2,244 5.3 5,106.0 5,106.0 5,106.0 0.0
<br /> L 84, 180 1,045 ,3 , 961 3.0 5,112.5 5,112.5 5,112.5 0.0
<br /> M 87,130 830 ' 1,935 6.2 5,118,5 5,118,5 5,118.5 0.0
<br /> N 88,630 1,240 3,440 3.4 5,123.0 5,123.0 5,123.0 0.0
<br /> 0 88,730' 1,071 4,065 2.9 5,125.2 5,125.2 5,125.2 0.0
<br /> p , 90,730 827 1,848 6.3 5,129.4 5,129.4 5,129.4 0.0
<br /> Q 94,730 840 2,075 5.5 5,143.5 5,143.5 5,144.0 0.5
<br /> R 94,830 685 1-500 7.7 5.143.5 5 143,5 5 144.0 0.5
<br /> S 96,930 405 2,1.65 4,1 5,149.0 5,149_0 5,149_5 0_5
<br /> T 99,150 335 1,758 5_0 5,154,4 5,154,4 5,154,9 0_5
<br /> U 100,095 196 1,161 7_6 5,157,7 5,157_7 5,157,9 0_2
<br /> V 100,600 449 4,332 2.0 5,163.9 5,163.9 5,163.9 0.0
<br /> w 101,090 480 3,794 2.3 5,164.0 5,164.0 5,164.1 0.1
<br /> X 101,980 700 4,471 2.0 5,164.2 5,164.2 5,164.4 0.2
<br /> y 102,820 600 3,157 2.8 5,164.5 5,164.5 5,164.9 0.4
<br /> z 103,610 780 1,933 4.6 5,165.7 5,165.7 5,166.2 0.5
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<br />1Feet Above Mouth
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<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
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<br />FlOODWA Y DA T
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<br />ADAMS COUNTY, CO
<br />AND INCORPORATED AREAS
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<br />BIG DRY CREEK
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