Laserfiche WebLink
<br />\ <br />\ <br />\ <br /> <br /> <br />2000 Q =8,744 CFS <br />UPSTREAM WATERSHED INFLOW <br />1830 Q =12,862 CFS <br />BEAVER CREEK FLOODWATER <br />CONFLUENCE <br />1730 Q =15,091 CFS <br />DRY CREEK CONFLUENCE (COM-4) <br />1570 Q =17,296 CFS <br />UTE CREEK CONFLUENCE (COM-5) <br />1280 Q =20,812 CFS <br />UPSTREAM OF SPRING CREEK <br />CONFLUENCE (COM-6) <br /> <br />"'" <br />.................~ t <br />..........._-...\..-.k...1.... <br /> <br />'. <br />I <br /> <br />N <br /> <br />,'.\ <br /> <br />/ .,.// <br /> <br />SCALE: <br /> <br />1" = 200' <br /> <br />~/i. <br /> <br />I <br />o 200 <br /> <br />400 600 <br /> <br />2-FOOT CONTOUR INTERVAL <br /> <br />LEGEND <br /> <br />\ <br /> <br />320+00 322+00 <br />-I 1- <br /> <br />CENTER LINE WITH STATION <br />NORMAL FLOW WATER SURFACE <br /> <br />STANDING WATER <br /> <br />c?' <br /> <br />---------- <br /> <br />1660 <br /> <br />u <br /> <br />~ TYPICAL ROAD <br />--......--.. <br /> <br />7520 <br /> <br />10- YEAR <br /> <br />25-YEAR <br /> <br />50-YEAR <br /> <br />100- YEAR <br /> <br />500-YEAR FLOOD BOUNDARY <br /> <br />BASE FLOOD ELEVATION LINE; <br />ELEVATION IN FEET (NAVD 88) <br /> <br />CROSS SECTION LINE/NUMBER <br /> <br />100 YEAR FLOW <br /> <br />FLOO D <br />FLOOD <br />FLOOD <br />FLOOD <br /> <br />BOUNDARY <br />BOUNDARY <br />BOUNDARY <br />BOUNDARY <br /> <br />~ <br /> <br />1650 <br /> <br />2150 <br /> <br />4273 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque. New ~e)(k;o <br /> <br /> :5. <br /> ~ <br /> v <br /> '0 <br /> 0 <br />lfl <br />Z <br />0 <br />Vi c <br />GS 0 <br />~ <br />a:: .~ <br /> v <br /> 0 <br /> JS <br /> E <br /> ~ <br /> <br /> $) '" <br /> c <..> <br /> '" c <br /> " -0 0 <br /> N .0 ~ <br /> 0 ~~ <br /> 0 <br /> 1 2 0 <br /> 0 ~ '" a; <br /> I <br /> " 1tJ, <br /> m <br />~ I <br />0 " <br />.x ..,. <br />... <br />'0 u <br />a: 25 <br /> <br /> <br />o <br />o <br /><( <br />n: <br />o <br />....J <br />o <br />U <br /> <br /> Z <br /> 0>- <br /> f-O <br />I <C=> <br />C) >f- <br />=> cr:(J) <br />W <br />0 (J) Z <br />cr: W 0 <br />I cr: <br />f- f- <br /> Z <C <br />cr: w <br />w <C Z <br />> 0 -! <br />- Z W <br />cr: 0 <br /> <br />~ <br />Z <br />=> <br />o <br />u <br />~ <br />5 <br />n.. <br />5 <br /> <br /> (J) W <br />z 0 f- Z <br />Vi <br /><( IZ => <C <br />OJ - -! <br />z 0.... Z 0.... <br /><( <br />=> 0:::: <br />J (J) <br />Z 0 W 0 <br /><( I 0 <br />III -! <br /> f- 0 <br />n: => <br />w -! <br />n.. 0 LL <br />n.. <br />=> (J) <br />[ EXHIBIT 3 ] <br />PLATE NO. 10 <br /> OF 18 <br />