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<br /> <br />2000 <br /> <br />-- .,.....,..,...- <br />... <br /> <br />N <br />~ <br /> <br />SCALE: <br /> <br />1" = 200' <br /> <br />I <br /> <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 />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 />4246 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque. New ~e)(ico <br /> <br /> Q. <br /> ~ <br /> ~ <br /> '0 <br /> 0 <br /></l <br />Z <br />0 <br />Vi c <br />0 <br />~ ~ <br />a:: .~ <br /> . <br /> 0 <br /> :& <br /> ~ <br /> V> <br /> <br />'" '" <br />c: g <br />r-... ~ ~ <br />~ "8-3 <br />* 0 <C I-- <br />: 6 e e <br />,!. ~'" '" <br /> <br />~ ~ ~~ <br /> <br />1L a <br /> <br /> <br />o <br />~ Z <br />n:: <br />o 0>-- <br />6 f- 0 <br />U I <r:: =:) <br />~ 0>f- <br />z ---., 0::: (j) <br />=> --' w <br />80(j)Z <br /><( 0::: W 0 <br />~ I 0::: - <br />a.. f- f- <br /><r:: <br />::5 o:::ZW <br />W<r::Z <br />>O.-J <br />-ZW <br />0:::-0 <br /> <br />z (j)W <br />Vi Of-Z <br /><( 2 Z =:) <r:: <br />CD _ .-J <br />~ 0... Z 0... <br />=> 0::: <br />-:> (j)WO <br />~ OIO <br />Vl .-J f- 0 <br />5 =:) .-J <br />8:: 0 LL <br />=> (j) <br /> <br />[EXHIBIT 2 ] <br /> <br />PLATE NO. 1 <br />OF 18 <br /> <br />I <br />