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<br /> <br />D <br /> <br />tx'0 <br /> <br /> <br /> <br />zt"' <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 />LEGEND <br /> <br /> 10- YEAR FLOOD BOUNDARY <br />f)?~ 25- YEAR FLOOD BOUNDARY <br />(Q<:i ~ 50- YEAR FLOOD BOUNDARY <br /> 100- YEAR FLOOD BOUNDARY <br /> 500-YEAR FLOOD BOUNDARY <br />2150 CROSS SECTION LINE/NUMBER <br /> <br />~ <br /> <br /> <br />17~~ <br /> <br />a <br />..,. <br />//3 <br /> <br />1740 <br /> <br />1730 <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 />4252 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque, New Mexico <br /> <br /> :5. <br /> it <br /> ~ <br /> 0 <br /> 0 <br />(f} <br />z <br />0 <br />Vi c <br /> 0 <br />~ ':5. <br />'" .~ <br /> 0 <br /> . <br /> :8 <br /> ~ <br /> <f) <br /> <br /> '" '" <br /> c: v <br />~ '" c: <br />" ~~ <br />0 '" <br /> 0 v 0 <br />:Q : 0 <f- <br />0.. . I o 0 <br />- '" ~~ ii.> <br /> I <br /> " ~~~ <br /> '" <br />~ I <br />"5 " <br />.x .. <br /><( <br />-0 u <br />0: C3 <br /> <br /> <br />0 <br />0 Z <br /><>: <br />a: 0>- <br />0 <br />--1 <br />0 f-O <br />u I<(=:> <br />~ G>f- <br />z =:>cr:(f) <br />=> W <br />0 O(f)Z <br />u <br />~ cr:WO <br />::5 Icr:- <br />f- f- <br />0.. <( <br />::5 cr:Zw <br /> W<(Z <br /> >0---1 <br /> -ZW <br /> cr:-O <br /> (f)W <br />z Of-Z <br />Vi <br /><>: 2Z => <( <br />CD - ---1 <br />z o....Zo.... <br /><>: <br />=> cr: <br />..., (f)WO <br />z <br /><>: OIO <br />lI1 ---1f-0 <br />a: <br />w =>---1 <br />0.. OLL <br />0.. <br />=> (f) <br /> <br />[EXHIBIT 2 ] <br /> <br />PLATE NO. 7 <br />OF 18 <br />