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<br /> <br /> <br />., <br />( \ <br />f or <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 /> <br />. \' <br />( \1 <br /> <br />N <br />t <br /> <br />SCALE: <br /> <br />1" = 200' <br /> <br />/-'... .,/~./",J <br />i '" .~_./J <br /> <br />"0\\ ./' <br />\J r ,- <br /> <br /> <br />iii / /)f,d,~~_-/~e~ <br /> <br /> <br /> <br />,~ 1.- .- <br />\/ .-r'~' <br /> <br />J <br /> <br />I <br />o <br /> <br />600 <br /> <br />---) <br /> <br />200 <br /> <br />400 <br /> <br />1460 <br /> <br />2-FOOT CONTOUR INTERVAL <br /> <br />LEGEND <br /> <br />320+00 322+00 <br />I I <br /> <br />CENTER LINE WITH STATION <br />NORMAL FLOW WATER SURFACE <br /> <br />STANDING WATER <br /> <br />~ <br /> <br />o <br /> <br />~ TYPICAL ROAD <br />------ <br /> <br />; <br /> <br />; <br />i <br />/ <br /> <br />, <br />,- <br />/ \1 <br />ji <br />\ <br /> <br />1450 <br /> <br />10-YEAR FLOOD BOUNDARY <br />2S-YEAR FLOOD BOUNDARY <br />50-YEAR FLOOD BOUNDARY <br />100-YEAR FLOOD BOUNDARY <br />SOO-YEAR FLOOD BOUNDARY <br />7520 BASE FLOOD ELEVATION LINE; <br />~ ELEVATION IN FEET (NAVD 88) <br />2150 CROSS SECTION LINE/NUMBER <br /> <br />100 YEAR FLOW <br /> <br />\ <br />\ <br /> <br />- C" <br /> <br />t~\. s----~.\ <br />__S\.<~-\_, <br />" <br /> <br />", <br />., <br />., <br />" <br /> <br />i~"'" <br />,/ \ <br /> <br />; <br />i <br />I <br />'-i! <br /> <br />!i <br /> <br />I: <br />:. <br />., <br /> <br />, <br />\\ <br />\, <br />\. <br /> <br />!I <br /> <br />1430 <br /> <br />\\ <br /> <br />:" I . <br />! ../ ..t/\ <br /> <br />7. <br /> <br />4277 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque. New Mexico <br /> <br /> .: <br /> 0- <br /> ~ <br /> v <br /> " <br /> C> <br />(I) <br />Z <br />0 <br />Vi c <br />(S 0 <br />0- <br />0:: .~ <br /> C> <br /> 0 <br /> " <br /> E <br /> J! <br /> <br /> "' ." <br /> c: U <br />~ ." c: <br />"- ~ ~ <br />C> N <br /> 0 ~~ <br />o . 0 <br />0: : I o 0 <br />f-- 0 ~:v ~ <br />I <br /> "- ~ <br /> '" <br />;; I <br />"0 "- <br />tX .,. <br /><< <br />" u <br /><< <br />a: 0 <br /> <br /> <br />0 <br />0 Z <br /><( <br />0:: 0>--- <br />0 <br />...J <br />0 1-0 <br />u I<(=> <br />~ C)>I- <br />z =>O::::(f) <br />=> W <br />0 o(f)Z <br />u <br />3 o::::wo <br />I 0::::- <br />I- I- <br />0.. <( <br />:) o::::Zw <br /> w<r.:z <br /> >O...J <br /> -ZW <br /> 0::::-0 <br />~ (f)W <br />tn Ol-Z <br /><( 2Z => <( <br />CO - ...J <br />z o....zo.... <br /><( <br />=> 0:::: <br />-, (f)WO <br />z <br /><( OIO <br />tn ...JI-o <br />0:: <br />w =>...J <br />0.. OLL <br />0.. <br />=> (f) <br /> <br />[EXHIBIT 3 ] <br /> <br />PUlTE NO. 14 <br />OF 18 <br />