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<br />FLOODING SOURCE FlOODWAY BASE flOOD
<br /> WATER SURFACE elEVATION
<br /> SECTION MEAN REGULATORY r WITHOUT I WITH I INCREASE
<br /> 1 WI[)!H AREA vELOCITY FLOODWA Y FlQODWA Y
<br />CROSS SECTION DISTANCE (FEEl) (SQUARE {fEETPfR
<br /> fEET} SECOND) {FfETNGVDJ
<br />Ranch Creek
<br />A 300 281 l,Ol2 2.2 5,208.8 5,207.22 5,208.22 1.0
<br />8 1,000 60 260 8.5 5,219.2 5,219.2 5,220.2 1.0
<br />C 1,390 85 268 8.2 5,226.7 5,226.7 5,226.7 0.0
<br />D 1,470 85 375 5.9 5,227.8 5,227.8 5,228.0 0.2
<br />E l,620 100 977 2.3 5,237.4 5,237.4 5,237.4 0.0
<br />F 2,200 ilO 513 4.3 5,238.7 5,238.7 5,239.0 0.3
<br />G 2,500 236 2,354 0.9 5,249.4 5,249.4 5,249.8 0.4
<br />H 3,230 96 567 3.5 5,250.0 5,250.0 5,250.4 0.4
<br />I 3,760 41 231 8.7 5,253.5 5,253.5 5,254.1 0.6
<br />J 4,670 249 300 6.7 5,293.3 5,293.3 5,293.3 0.0
<br />K 4,710 645 495 4.0 5,301.0 5,301.0 5,301.1 O,l
<br />L 4,750 680 8,528 0.2 5,301.3 5,301.3 5,301.3 0.0
<br />M 5,380 370 2,532 0.5 5,301.3 5,301.3 5,301.3 0.0
<br />N 6,290 ill 345 3.0 5,301.4 5,301.4 5,301.4 0.0
<br />0 6,480 94 166 6.3 5,304.1 5,304.1 5,304.5 0.4
<br />p 7,160 52 ll6 7.7 5,315.0 5,315.0 5,315.5 0.5
<br />Q 7,220 120 145 6.2 5,321.3 5,321.3 5,321.5 0.2
<br />R 7,850 40 l09 7.3 5,324.8 5,324.8 5,325.2 0.4
<br />S 8,130 92 403 2.0 5,333.1 5,333.1 5,333.1 0.0
<br />T 8,300 130 534 1.5 5,333.3 5,333.3 5,333.3 0.0
<br />U 8,900 70 95 6.3 5,341.9 5,341.9 5,341. 9 0.0
<br />V 9,700 45 LOS 4.4 5,360.2 5,360.2 5,360.6 0.4
<br />W lO,520 47 53 6.1 5,377.0 5,377.0 5,377 .0 0.0
<br />X lO,950 36 49 6.6 5,389.6 5,389.6 5,390.3 0.7
<br />
<br />IFeet Above Mouth
<br />2Elevations Computed Without Consideration Of Backwater From Big Dry Creek
<br />
<br />T
<br />A
<br />B
<br />l
<br />E
<br />3
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />FlOODWAY DATA
<br />
<br />ADAMS COUNTY, CO
<br />AND INCORPORATED AREAS
<br />
<br />RANCH CREEK
<br />
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