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<br /> <br />N <br />~ <br /> <br />SCALE: <br /> <br />1" = 200' <br /> <br />I <br />o <br /> <br />200 <br /> <br />400 <br /> <br />600 <br /> <br />5-FOOT CONTOUR INTERVAL <br /> <br />90 <br />~ <br />\ <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 />500-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 />1671 1672 1672.5 1673 1674 <br /> <br />r' <br /> <br />': <br />') <br />~l <br /> <br />4254 <br />.- <br /> <br />,7)"', <br /> <br />",-111 <br />f I I I <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque, New Me)(;co <br /> <br /> ~ <br /> a. <br /> 0( <br /> . <br /> -0 <br /> 0 <br />((J <br />Z <br />0 <br />V1 c <br />~ 0 <br />Q. <br />a:: .~ <br /> 0 <br /> :8 <br /> ~ <br /> </> <br /> <br /> </> '" <br /> c U <br />~ '" c <br />"- ~ ~ <br />0 '" <br /> 0 Uo <br />o . 0 <l- <br />ii : I o 0 <br />I-- 0 ~~ ~ <br /> I <br /> "- ~~, <br /> en <br />;; I <br />"0 "- <br />.x .... <br />... <br />0 ~ <br />ii: 0 <br /> <br /> <br />0 <br />0 Z <br /><( <br />0: 0>- <br />0 <br />--' <br />0 f-O <br />u I<{=:) <br />r::" ()>f- <br />z =:)0:::::(1) <br />=> W <br />0 O(l)Z <br />u <br />3 o:::::wo <br />IO:::::- <br />I-- f- <br />a.. <{ <br />::5 o:::::Zw <br /> w<{z <br /> >O--.J <br /> -ZW <br /> 0:::::-0 <br /> (l)W <br />~ ol--Z <br />lf1 <br /><( 2Z =:) <{ <br />rn - --.J <br />z D-ZD- <br /><( <br />=> 0::::: <br />J (l)wo <br />z <br /><( OIO <br />lf1 --.Jf-o <br />0: <br />w :J--.J <br />0.. OLL <br />a.. <br />=> (I) <br /> <br />[EXHIBIT 2 ] <br /> <br />PLATE NO. 9 <br />OF 18 <br />