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<br /> <br />1630 <br /> <br />N <br /> <br />SCALE: <br /> <br />1" = 200' <br /> <br />I <br /> <br />o <br /> <br />400 <br /> <br />600 <br /> <br />200 <br /> <br />5-FOOT CONTOUR INTERVAL <br /> <br />LEGEND <br /> <br />10-YEAR FLOOD BOUNDARY <br />25-YEAR FLOOD BOUNDARY <br />50-YEAR FLOOD BOUNDARY <br />100-YEAR FLOOD BOUNDARY <br />SOO-YEAR FLOOD BOUNDARY <br />2150 CROSS SECTION LINE/NUMBER <br /> <br />100 YEAR FLOW <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 />1590 <br /> <br />1590 <br /> <br />4256 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque, Ne. Mexico <br /> <br /> Q. <br /> ~ <br /> v <br /> '0 <br /> Cl <br />Vl <br />Z <br />0 <br />U; c <br />0 <br />~ ~ <br />a:: "& <br /> v <br /> Cl <br /> 0 <br /> ., <br /> ~ <br /> </l <br /> <br /> VI Q) <br /> co '-' <br />~ Q) co <br />'0 I"- ]~ <br />Cl N <br /> 0 :t.~ <br />.2 : 0 <br />a. . I o 0 <br />- 0 ~:;; :v <br />I <br /> I"- ~~ <br /> '" <br />~ I <br />"0 l"- <br />v .. <br /></l <( <br />'0 '-' <br /><( <br />n: 0 <br /> <br /> <br />o <br />~ Z <br />gs 0 >-- <br /><5 f- 0 <br />U I<I::=:> <br />~ G>f- <br />z -, 0::: (/) <br />=> ---.l W <br />80(/)Z <br /><( 0::: W 0 <br />:s I 0::: - <br />a.. f- f- <br /><I:: <br />:5 0::: Z w <br />W<I::Z <br />>O---.J <br />-ZW <br />0:::-0 <br />(/)W <br />~ Of-Z <br /><( 2Z =:> <I:: <br />Q) - ---.J <br />~ 0.... Z 0.... <br />=> 0::: <br />-, (/)WO <br />~ 0 I 0 <br />VJ ---.Jf-O <br />8J =:> ---.J <br />8: OLL <br />=> (/) <br /> <br />[ EXHIBIT 2 ] <br />PLATE NO. 11 <br />OF 18 <br />