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<br />TO
<br />REFLECT LOMR
<br />FlOODWAY DATADATED MAY 241996
<br />
<br /> FLOODING SOURCE FLOODWA Y BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> SECTION MEAN REGULATORY I WITHOUT I WITH I INCREAse
<br /> CROSS SECTION DISTANCE WIDTH ARM VELOCITY FlOOOWA Y fLQODWAY
<br /> (fEET) (SQUARE (fEET PER
<br /> FEET) SECOND) (FEET NGVD)
<br />Toll Gate Creek
<br /> y 15,1001 171 2,150 9.9 5,395.4 5,395.4 5,396.4 1.0,
<br /> Z 16,6201 146 1,478 14.3 5,400.2 5,400.2 5,400.8 0.6
<br /> AA 18,8601 427 3,281 6.5 5,407.9 5,407.9 5,408.5 0.6
<br />West Lake Channel
<br /> A 1102 385 125 3.3 5,217.8 5,217.8 5,217.8 0.0
<br /> B 2 58 97 3.0 5,220.6 5,220.6 5,220.6 0.0
<br /> 1,2402
<br /> C 1,5602 56 92 3.2 5,223.0 5,223.0 5,223.0 0.0
<br /> D 1,7302 31 39 6.5 5,224.5 5,224.5 5,224.5 0.0
<br /> E 2,3502 35 35 5.7 5,235.1 5,235.1 5,235.2 0.1
<br /> F 2,610 35 54 3.7 5,236.1 5,236.1 5,236.3 0.2
<br /> G 2,8702 35 35 5.7 5,238.2 5,238.2 5,238.3 0.1
<br /> H 2 63 , 24 3.5 5,242.1 5,242.1 5,242.1 0.0
<br /> 3,09~, ~ ~ ~ - --- n ~ -
<br /> ~'J~V2 . . , . . .
<br /> J 5,850 558 2,794 0.1 5,269.9 5,26-9.9 5,269.9 ' 0.0 ~
<br /> K 6,3652 56 52 5.5 5,273.0 5,273.0 5,273.0 0.0
<br /> L 6,9002 150 127 2.3 5,281.1 5,281.1 5,281.1 0.0 R)
<br /> M 7,4102 120 68 4.3 5,289.3 5,289.3 5,289.4 0.1
<br /> N 7,8952 143 112 2.6 5,296.2 5,296.2 5,296.5 0.3
<br />Westerly Creek
<br /> A 7,0003 ' 1,670 7,146 0.3 5,306.1 5,306.1 5,306.1 0.0
<br /> B 7,6203 275 2,285 1.7 5,306.1 5,306.1 5,306.1 0.0
<br /> C 10,0003 363 1,993 1.2 '5,313.8 5,313.8 5,314.7 0.9
<br /> D 11,5003 165 254 3.8 5,319.3 5,319.3 5,319.8 0.5
<br />IFeet Above Confluence With Sand Creek :VI~tU
<br />
<br />2Feet Above Confluence With Gay Reservoir Channel
<br />3Feet Above Mouth
<br />
<br />T
<br />A
<br />B
<br />L
<br />E
<br />3
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />ADAMS COUNTY, CO
<br />AND INCORPORATED AREAS
<br />
<br />TOll GATE CREEK-WEST LAKE CHANNEL-WESTERLY CREEK
<br />
<br />,
<br />
<br />VISED DATA
<br />
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