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<br />FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> 1 SECTION MEAN T 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 />Dry Creek
<br />A 9,350 6552 2,014 1.0 4,944.0 4,944.0 4,945.0 1.0
<br />B 9,985 480 702 2.8 4,944.0 4,944.0 4,945.0 1.0
<br />C 10,495 595 571 3.4 4,947.7 4,947.7 4,948.0 0.3
<br />D 10,835 660 913 2.1 4,948.4 4,948.4 4,949.0 0.6
<br />E 10,890 635 1,233 1.6 4,950.3 4,950.3 4,950.3 0.0
<br />F 11,230 685 973 2.0 4,950.4 4,950.4 4,951.0 0.6
<br />G 11,660 650 1,261 1.5 4,951.0 4,951.0 4,951. 7 0.7
<br />H 11,890 670 819 2.4 4,952.1 4,952.1 4,952.4 0.3
<br />I 11,970 640 962 2.0 4,955.0 4,955.0 4,955.6 0.6
<br />J 12,355 740 692 2.8 4,955.0 4,955.0 4,955.6 0.6
<br />K 12,650 740 1,180 1.7 4,955.0 4,955.0 4,955.6 0.6
<br />L 13,080 640 792 2.5 4,956.0 4,956.0 4,956.4 0.4
<br />M 13,705 660 593 3.3 4,958.3 4,958.3 4,958.5 0.2
<br />N 14,230 460 740 2.6 4,960.4 4,960.4 4,961.4 1.0
<br />0 14,760 640 953 3.0 4,962.6 4,962.6 4,963.5 0.9
<br />P 15,215 682 1,175 2.5 4,964.4 4,964.4 4,965.4 1.0
<br />Q 16,260 640 1,199 2.4 4,968.3 4,968.3 4,969.1 0.8
<br />R 17,290 675 1,003 2.9 4,974.1 4,974.1 4,974.7 0.6
<br />S 17,755 710 1,474 2.0 4,975.9 4,975.9 4,976.9 1.0
<br />T 18,340 555 945 3.1 4,977.3 4,977.3 4,978.2 0.9
<br />U 18,790 660 1,131 2.6 4,978.9 4,978.9 4,979.9 1.0
<br />V 19,250 660 965 3.0 4,981.2 4,981.2 4,982.0 0.8
<br />W 19,870 630 1,342 2.2 4,982.6 4,982.6 4,983.4 0.8
<br />X 20,305 535 705 4.1 4,984.1 4,984.1 4,984.3 0.2
<br />y 20,745 1,0152 1,832 1.6 4,986.5 4,986.5 4,986.9 0.4
<br />
<br />IDistance In Feet Above Mouth 2Fl00dway Lies Partially Outside Corporate Limits
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />FlOODWAY DAlA
<br />
<br />....
<br />=-
<br />m
<br />r-
<br />....
<br />N
<br />
<br />CITY OF FORT COLLINS, CO
<br />(LARIMER CO.1
<br />
<br />DRY CREEK
<br />
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