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<br />FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> 1 SECTION MEAN 'I WITHOUT J WITH I
<br />CROSS SECTION DISTANCE WIDTH AREA VELOCITY REGULATORY FLOODWAY FLooDWAY INCREASE
<br />(FEET) (SQUA~ (FEET PER
<br /> FEET SECOND) (FEET NGVD)
<br />Rifle Creek
<br />Spli tflow
<br />A 605 405 147 3.4 5,435.4 5,435.4 5,435.4 0.0
<br />B 1,355 318 298 1.8 5,442.6 5,442.6 5,442.8 0.2
<br />C 2,025 900 568 2.2 5,450.5 5,450.5 5,450.6 0.1
<br />D 2,370 510 616 2.0 5,455.2 5,455.2 5,455.2 0.0
<br />E 2,520 458 568 2.2 5,456.5 5,456.5 5,456.5 0.0
<br />Hubbard Gulch
<br />A 470 21 90 9.8 5,349.4 5,349.4 5,349.4 0.0
<br />B 690 23 113 7.8 4,351.4 5,351. 4 5,351.8 0.4
<br />C 800 34 110 8.0 5,356.3 5,356.3 5,356.3 0.0
<br />D 1,170 41 104 8.4 5,363.1 5,363.1 5,363.1 0.0
<br />E 1,410 29 103 8.5 5,367.6 5,367.6 5,367.6 0.0
<br />F 1,430 29 177 5.0 5,372.3 5,372.3 5,372.7 0.4
<br />H 1,880 30 101 8.7 5,375.7 5,375.7 5,375.7 0.0
<br />I 2,180 267 1,295 0.7 5,389.5 5,389.5 5,390.5 1.0
<br />J 2,225 245 1,257 0.7 5,389.5 5,389.5 5,390.5 1.0
<br />
<br />IFeet Above Confluence With Rifle Creek
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />FlOODWAY DATA
<br />
<br />-t
<br />~
<br />all
<br />,...
<br />....
<br />N
<br />
<br />CITY OF RIFLE, CO
<br />(GARFIELD CO.)
<br />
<br />RIFLE CREEK SPLITFLOW-HUBBARD GULCH
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