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<br /> <br />N <br />~ <br /> <br />/' <br />2 0 MI- b.~k <br /> <br />160-Y("" el 65""'14 <br /> <br />1710~ <br /> <br />.e,1. 6L/~8 <br /> <br />) <br /> <br />~ <br />1701 1702 1702.5 1703 1704 <br /> <br />v1700 ~ b~1\> <br /> <br />SCALE: <br /> <br />1" = 200' <br /> <br />1 <br />o <br /> <br />200 <br /> <br />400 <br /> <br />600 <br /> <br />S-FOOT CONTOUR INTERVAL <br /> <br />LEGEND <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 />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 />---~ <br />4253 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque, New Mexico <br /> <br /> a. <br /> a. <br /> .. <br /> ~ <br /> ,g <br />ff) <br />z <br />0 <br />Vi c <br />0 <br />~ I <br />a:: <br /> " <br /> "0 <br /> .D <br /> ~ <br /> V) <br /> <br />-E g <br />~ ~ <br />~ "u (J) <br />g ~;2 <br />6 e e <br />,.!. ~'" '" <br />~ ~ ~~ <br /> <br />Ii: Cl <br /> <br /> <br />0 <br />0 Z <br /><( <br />r:t: 0>- <br />0 <br />....J <br />0 1--0 <br />u I<C=:l <br />~ (.9>1-- <br />z =:l~(f) <br />~ W <br />0 O(f)Z <br />u <br />~ ~WO <br />I~- <br />I-- I-- <br />0.. <C <br />:s ~ZW <br /> w<CZ <br /> >0.-1 <br /> -ZW <br /> ~-O <br /> (f)W <br />z Ol--Z <br />i7i <br /><( 2Z =:l <C <br />CD - .-I <br />z o...Zo... <br /><( <br />~ ~ <br />~ (f)WO <br />z <br /><( OIO <br />V> .-11--0 <br />r:t: <br />w =:l.-l <br />0.. OLL <br />0.. <br />~ (f) <br /> <br />[ EXHIBIT 2 ] <br />PLATE NO. 8 <br />OF 18 <br />