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<br /> <br />" <br /> <br />v 1920 <br /> <br />1910 <br /> <br />1900 <br /> <br />1880 <br /> <br />N <br />~ <br /> <br />SCALE: <br /> <br />1" = <br /> <br />200' <br /> <br />I <br />o <br /> <br />400 <br /> <br />600 <br /> <br />200 <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 />4248 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque, New Mexico <br /> <br /> :;, <br /> Q. <br /> <( <br /> V <br /> "0 <br /> Q <br />Vl <br />Z <br />0 <br />in c <br />0 <br />~ ~ <br />n:: .~ <br /> Q <br /> .8 <br /> ~ <br /> V> <br /> <br /> V> ., <br /> c: v <br />~ ., c: <br />" "0 2 <br />Q '" 'u 2 <br /> 0 v 0 <br />.2 : 0 ""I- <br />a. . I o 0 <br />- 0 ~:;:; :;:; <br />I <br /> " 1tJ~ <br /> OJ <br />~ I <br />"0 " <br />.x ... <br /><< <br />" <.) <br /><< <br />a: 0 <br /> <br /> <br />0 <br />0 Z <br /><( <br />n::: 0>- <br />0 <br />-' <br />0 1-0 <br />u I<C:=J <br />~ (9)1- <br />z :=JO:::(/) <br />:J W <br />0 O(/)Z <br />u <br /><( O:::wo <br />I- IO:::- <br />:5 I- l- <br />n.. <C <br />:5 o:::Zw <br /> w<CZ <br /> >o~ <br /> -Zw <br /> 0:::-0 <br /> (/)w <br />~ ol-Z <br />Vl <br /><( 2Z :=J <C <br />CO - ~ <br />z G-ZG- <br /><( <br />:J 0::: <br />J (/)wo <br />Z <br /><( OIO <br />Vl ~I-o <br />n::: <br />w :=J~ <br />n.. OLL <br />n.. <br />:J (/) <br /> <br />[EXHIBIT 2 ] <br /> <br />PLATE NO. 3 <br />OF 18 <br /> <br />Ao"., <br />