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<br /> [ EXHIBIT 3 ] <br /> \-==-- <br /> , 12 <br /> PLATE NO. <br /> , <br />j 18 <br />i <br />I OF <br />~~~-- - <br /> <br /> <br />\. <br /> <br />'\ <br />\. <br /> <br />~. <br />"\"'--. <br /> <br />". <br /> <br />" <br />.,.''.. <br /> <br />.'\. <br /> <br />.\. <br /> <br />". <br /> <br />N <br />~ <br /> <br />", <br /> <br />-'" <br /> <br />''\.. <br /> <br />'"" ". ! I <br />~~~=-~ :~~-€~:~~ <br />... , , <br />\\ \"\. 1 <br />\, <br /> <br />i <br />I/o. <br />'.' \ <br /> <br />\. <br /> <br />SCALE: <br /> <br />1" = 200' <br /> <br />'. <br /> <br />\ <br />". <br /> <br />I <br />o <br /> <br />600 <br /> <br />200 <br /> <br />400 <br /> <br />2-FOOT CONTOUR INTERVAL <br /> <br />'. <br /> <br />, <br />\. <br /> <br />\ // <br />\,/ <br /> <br />LEG EN 0 <br /> <br />./" \\ <br /> <br />\\ <br /> <br />320+00 322+00 <br />I I <br /> <br />CENTER LINE WITH STATION <br />NORMAL FLOW WATER SURFACE <br /> <br />STANDING WATER <br /> <br />, <br />j <br /> <br />\\>\, <br /> <br />\ <br />""'-'" \~\. \\ ...,/ <br />":\_.,"~. \.// <br /> <br />o <br /> <br />----------- <br /> <br />-'\ 1,\."'\ 1 0 <br />\,..:~<\ .55 <br />\ \ \...~-"." <br />'i \ . <br />1,:.\ \ <br />'\\. <br />~\ <br /> <br />~ <br />~ <br /> <br />TYPICAL ROAD <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 />BASE FLOOD ELEVATION LINE; <br />ELEVATION IN FEET (NAVD 88) <br />2150 CROSS SECTION LINE/NUMBER <br />100 YEAR FLOW <br /> <br />7520 <br /> <br />^^^^^^^^^^^'^^^ <br /> <br />.,--..... <br /> <br />'. <br /> <br />.--.J." <br />'"''\. <br />" <br />". <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 /> <br />" <br /> <br />". <br /> <br />'''-. <br /> <br />.... <br />..... <br /> <br />"-, <br />.-.~". <br /> <br />.... <br />,/' <br /> <br />i <br /> <br />'''. <br /> <br />.. ,If <br />1// <br />Ji <br />1'/ <br />1/ <br />i! <br />" <br />j/ <br /> <br />". <br /> <br />", <br /> <br />". <br /> <br />" <br /> <br />'" <br /> <br />-~- - <br />\. -:-.:.-::.....:.. - -:::"~=~ --.. ," <br /> <br />> C>- .(' 63~O~-' __'C\'__~ <br /> <br />\ <br /> <br />-.." <br /> <br />4275 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque, New Mexico <br /> <br /> :s. <br /> ~ <br /> " <br /> 0 <br /> 0 <br />V1 <br />Z <br />0 <br />Vi c <br />0 <br />~ ~ <br />'" .~ <br /> " <br /> 0 <br /> .8 <br /> ~ <br /> on <br /> <br /> '" '" <br /> ~ U <br />~ <= <= <br />" ~ ~ <br />0 N ~~ <br /> 0 <br />..2 : 0 <br />a. . I o 0 <br />r-- 0 ~~ ~ <br />I <br /> " ~~~ <br /> CO> <br />;; I <br />a " <br />eX .,. <br /><( <br />0 0 <br />a: ~ <br /> <br /> <br />0 <br />0 Z <br /><{ <br />a::: 0 <br />0 >- <br />-' <br />0 f- 0 <br />u <( => <br /> I <br />~ C) > f- <br />z => 0:::: if) <br />::> W <br />0 0 <br />u if)Z <br />~ 0:::: Wo <br />I 0::::- <br />f- f- <br />(L Z<( <br />::i 0:::: <(W <br /> W _z <br /> > O-.J <br /> - Zw <br /> 0:::: - 0 <br /> if) W <br />z 0 f-Z <br />if) <br /><{ IZ =>- <br />ID <( <br />- -.J <br />z 0.... Zo.... <br /><{ <br />::> 0:::: <br />J if) <br />Z 0 WO <br /><{ IO <br />V> -.J f-O <br />a::: <br />w =>-.J <br />(L OLL <br />(L <br />::> if) <br />