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<br /> BASE FLOOD <br /> FLOODING SOURCE FLOODWAY WATER-SURFACE ELEVATION <br /> FEET NGVD <br /> TI M AN <br /> CROSS SECTION DISTANCE' WIDTH AREA VELOCITY REGULATORY WITHOUT WITH INCREASE >-..,. <br /> (FEET) (SQUARE (FEET PER FLOODWAY FLOODWAY <Do <br /> 00 <br /> FEET SECOND w'" <br /> 00<6 <br /> Big ry reek >;: <br /> A 58,320 114 420 6.0 5,039.0 5,039.0 5,039.0 0.0 w-, <br /> 0::" <br /> B 60,530 922 1,225 2.1 5,049.0 5,049.0 5,049.0 0.0 oo~ <br /> C 62,030 375 882 2.9 5,051.5 5,051.5 5,051.5 0.0 ~ra <br /> D 64,080 574 1,046 2.4 5,056.0 5,056.0 5,056.0 0.0 -<:!;t <br /> !;to <br /> , , , , , , 00:: <br /> F 72,960 620 2,110 5.1 5,083.8 5,083.8 5,083.9 0.1 oo~ <br /> -0 <br /> G 72,990 1,077 2,641 4.1 5,084.6 5,084.6 5,084.6 0.0 ~-' <br /> H 74,210 529 2,415 4.5 5,091.9 5,091.9 5,092.2 0.3 <br /> I 74,291 882 3,190 3.4 5,092.7 5,092.7 5,092.7 0.0 >- . <br /> J 76,563 1,092 3,422 3.2 5,099.1 5,099.1 5,099.1 0.0 <D'" <br /> 00:: <br /> K 78,790 942 3,407 3.2 5,107.2 5,107.2 5,107.2 0.0 ww <br /> oo<D <br /> L 80,680 1,180 3,242 3.4 5,113.0 5,113.0 5,113.4 0.4 5r5 <br /> w,-, <br /> , , , , , O::w <br /> N 88,630 1,240 3,440 3.4 5,123.0 5,123.0 5,123.0 0.0 000 <br />REVISED DATA 0 88,730 1,071 4,065 2.9 5,125.2 5,125.2 5,125.2 0.0 ~ra <br />P 90,730 827 1,848 6.3 5,129.4 5,129.4 5,129.4 0.0 -<:!;t <br /> Q 94,730 840 2,075 5.5 5,143.5 5,143.5 5,144.0 015 !;to <br /> 0", <br /> R 94,830 685 1,500 7.7 5,143.5 5,143.5 5,144.0 0.5 oo~ <br /> IO <br /> f--' <br /> , , , , , /' <br /> U 100,095 196 1,161 7.6 5,157.7 5,157.7 5,157.9 0.2 <br /> , , , , , <br /> W 101,022 728 3,405 2.6 5,161.3 5,161.3 5,161.3 0.0 <br /> X 101,945 1,119 4,805 1.8 5,162.0 5,162.0 5,162.0 0.0 <br /> Y 102,776 486 1,687 5.2 5,162.5 5,162.5 5,162.5 0.0 <br /> Z 103,621 196 910 9.7 5,164.4 5,164.4 5,164.4 0.0 <br /> 1 Feet Above Mouth THIS DATA WAS REVISED BY <br /> LOMR DATED MAY 29.2003 <br />T FEDERAL EMERGENCY MANAGEMENT AGENCY FLOODWAY DATA <br />A <br />B ADAMS COUNTY, CO <br />L DA TEDl <br />E (And Incorporated Areas) BIG DRY CREEK <br />2 -' <br /> <br /> <br /> <br /> <br />