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<br />FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> 1 SECTION MEAN , I WITHOUT, I WITH I
<br />CROSS SECTION WIDTH AREA VELOCITY REGULATORY FLooDWAY FLooDWAY INCREASE
<br />DISTANCE (FEET) ( SQUA~ (FEET PER
<br /> FEET SECOND) (FEET NGVD)
<br />Rifle Creek
<br />splitflow
<br />F 2,930 280 581 2.1 5,461.9 5,461.9 5,462.1 0.2
<br />G 3,780 227 254 4.7 5,471.5 5,471.5 5,471.7 0.2
<br />Hubbard Gulch
<br />G 1,740 26 90 9.8 5,373.6 5,373.6 5,373.6 0.0
<br />K 2,570 84 478 1.8 5,389.5 5,389.5 5,390.5 1.0
<br />L 2,920 20 79 11.1 5,390.9 5,390.9 5,390.9 0.0
<br />M 3,450 20 78 11. 2 5,398.7 5,398.7 5,398.9 0.2
<br />N 3,635 37 107 8.2 5,405.5 5,405.5 5,405.5 0.0
<br />0 3,855 78 163 5.4 5,409.1 5,409.1 5,409.1 0.0
<br />p 3,970 30 147 6.0 5,409.9 5,409.9 5,409.9 0.0
<br />Q 4,090 18 108 8.1 5,411.8 5,411.8 5,411. 8 0.0
<br />R 4,300 20 132 6.7 5,413.3 5,413.3 5,413.3 0.0
<br />S 5,lJ70 27 91 9.7 5,423.4 5,423.4 5,423.6 0.2
<br />T 5,760 85 127 6.9 5,435.8 5,435.8 5,436.3 0.5
<br />U 5,880 25 106 8.3 5,439.9 5,439.9 5,439.9 0.0
<br />V 7,200 74 120 7.3 5,455.7 5,455.7 5,455.7 0.0
<br />W 7,615 52 118 7.5 5,460.9 5,460.9 5,461.0 0.1
<br />X 7,870 30 106 8.3 5,463.2 5,463.2 5,463.5 0.3
<br />y 8,110 48 110 8.0 5,467.2 5,467.2 5,467.3 0.1
<br />z 9,200 21 82 10.8 5,488.8 5,488.8 5,488.9 0.1
<br />AA 10,635 23 85 10.3 5,514.5 5,514.5 5,514.5 0.0
<br />AS 11,720 27 86 10.2 5,532.5 5,532.5 5,532.5 0.0
<br />AC 12,350 21 83 10.7 5,544.3 5,544.3 5,544.4 0.1
<br />AD 14,125 24 86 10.3 5,577 .2 5,577.2 5,577.6 0.4
<br />AE 15,055 49 132 6.7 5,600.0 5,600.0 5,600.0 0.0
<br />
<br />IFeet Above Confluence With Rifle Creek
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />FLOODWAY DATA
<br />
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<br />
<br />GARFIELD COUNTY, CO
<br />(UNINCORPORATED AREAS)
<br />
<br />RIFLE CREEK SPLlTFLOW-HUBBARD GULCH
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