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<br />FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> 1 SECTION MEAN , I WITHOUT, I. WITH I
<br /> WIDTH AREA VELOCITY REGULATORY FLOODWAY FLOODWAY INCREASE
<br />CROSS SECTION DISTANCE (FEET) ( SQUARE (FEET PER
<br /> FEET) SECOND) (FEET NGVD)
<br />Fourmile Creek
<br />(Cont'd)
<br />AA 15,635 83 242 4.8 6,506.4 6,506.4 6,506.5 0.1
<br />AB 16,590 41 135 8.7 6,536.4 6,536.4 6,536.8 0.4
<br />AC 17,455 28 130 9.0 6,564.1 6,564.1 6,564.9 0.8
<br />AD 18,990 25 114 10.3 6,629.0 6,629.0 6,629.5 0.5
<br />AE 19,825 26 110 10.6 6,660.6 6,660.6 6,660.9 0.3
<br />AF 20,670 22 94 11. 7 6,693.2 6,693.2 6,693.3 0.1
<br />AG 21,355 44 122 9.0 6,724.7 6,724.7 6,725.2 0.5
<br />AH 22,070 22 120 9.2 6,752.4 6,752.4 6,753.3 0.9
<br />AI 22,215 337 2,907 0.4 6,775.8 6,775.8 6,775.8 0.0
<br />AJ 22,830 25 105 10.5 6,784.7 6,784.7 6,784.7 0.0
<br />AK 23,715 38 135 7.3 6,817.2 6,817.2 6,818.2 1.0
<br />AL 24,540 33 101 9.7 6,850.5 6,850.5 6,850.8 0.3
<br />AM 25,200 23 90 10.8 6,873.9 6,873.9 6,874.2 0.3
<br />AN 26,100 28 96 10.2 6,917.6 6,917.6 6,917.9 0.3
<br />AO 26,255 40 107 9.2 6,928.3 6,928.3 6,928.7 0.4
<br />AP 26,955 33 134 7.3 6,953.2 6,953.2 6,954.1 0.9
<br />AQ 27,030 28 142 6.9 6,957.6 6,957.6 6,957.6 0.0
<br />AR 28,200 1392 146 6.7 7,016.4 7,016.4 7,017.2 0.8
<br />AS 28,890 86 122 6.7 7,044.9 7,044.9 7,045.4 0.5
<br />AT 28,940 70 137 7.1 7,046.8 7,046.8 7,047.4 0.6
<br />AU 29,230 81 146 6.7 7,058.3 7,058.3 7,059.0 0.7
<br />AV 30,700 1702 144 5.9 7,112.4 7,112.4 7,113.4 1.0
<br />AW 31,400 37 104 8.1 7,139.8 7,139.8 7,139.8 0.0
<br />AX 32,125 15 70 12.1 7,170.8 7,170.8 7,170.8 0.0
<br />AY 32,830 24 102 8.4 7,200.6 7,200,6 7,201. 5 0.9
<br />AZ 33,560 65 125 6.8 7,231.6 7,231.6 7,232.3 0.7
<br />
<br />lFeet Above Mouth 2Floodway Width Includes Island
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />FLOOD WAY DATA
<br />
<br />-t
<br />:>>-
<br />aIlI
<br />....
<br />....
<br />N
<br />
<br />GARFIELD COUNTY, CO
<br />(UNINCORPORATED AREAS)
<br />
<br />FOURMILE CREEK
<br />
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