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<br /> <br />N <br /> <br />\ (,A;4,\ <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 />1660v <br /> <br />..\. bnA' <br /> <br />LEGEND <br /> <br />2150 <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 />CROSS SECTION LINE/NUMBER <br /> <br />V' <br /> <br />100 YEAR FLOW <br /> <br />\o<yi( b41~' <br />Q.\ , <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 />4255 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque, New Mexico <br /> <br /> ~ <br /> v <br /> 15 <br /> 0 <br />U1 <br />Z <br />0 <br />in c <br />~ 0 <br />"- <br />Il: .~ <br /> 0 <br /> .8 <br /> E <br /> " <br /> if> <br /> <br /> .2 '" <br /> c: u <br />~ " c: <br />"- -0 2 <br />0 N .0 0,) <br /> 0 u -0 <br />.2 : 0 <C l- <br />ll- . I o 0 <br />f-- 0 ~:v :v <br /> I <br /> "- ~~~ <br /> m <br />~ I <br />'0 "- <br />.x .,. <br /><{ <br />15 u <br /><{ <br />0: 0 <br /> <br /> <br />0 <br />0 Z <br /><{ <br />a:: 0>- <br />0 <br />--' <br />0 1-0 <br />u I<C::::J <br />~ C)> I- <br />z ::::J0::::c.n <br />=> W <br />0 Oc.nZ <br />u <br />~ O::::wO <br />Io::::- <br />I- I- <br />D- <C <br />~ o::::Zw <br /> w<CZ <br /> >O--.J <br /> -zw <br /> 0::::-0 <br /> c.nw <br />z Ol-Z <br />(fj <br /><{ 2Z ::::J <C <br />CO - --.J <br />z CLZCL <br /><{ <br />=> 0:::: <br />J c.nWO <br />Z <br /><{ OIO <br />V1 --.JI-O <br />a:: <br />w ::::J--.J <br />D- OLL <br />D- <br />=> c.n <br /> <br />[ EXHIBIT 2 ] <br />PLATE NO. 10 <br />OF 18 <br />- <br />