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<br /> <br />...../' <br /> <br />62Z11 <br /> <br />1380 <br /> <br />1370 <br /> <br />~" ! <br />..t'" .' <br />\, \-,-.1 \ <br />\\ '\'\ <br /> <br />\~~~! ,/ <br />'<\_:\\\\ rJ ,/1/ <br />'i, \ .... \ i ,.1/ <br />j\~\ ':'{; .,i <br />\\:\\ \. ,,// <br />'\\>. \ \ <br />,\ \ \ I / <br />\. '\ \,~ ,/ -~--- <br />\ j f <br />"\,\ <br />, t~ / <br />rt\ \" \.1 <br />\ \~r'7>: <br />''\ ~! <br />(- \/ // <br />\ ',;;'/ // <br /> <br />) <br /> <br />/ <br /> <br />'" <br />\. <br /> <br />\ <br /> <br />/ <br /> <br />~...--.- <br /> <br />,--...--- <br /> <br />/- <br /> <br />1362 1362.5 1363 1364 <br /> <br />1361 <br /> <br />\~~ <br />\ 1,' , '.. <br />\\ \ \1) / <br />, 1'1' <br />\ .1 \ ./ <br />\ ! I,\i f' <br />, t \ <br />\ \ l'il <br />; , ,\'\ <br />\ \. \ \: <br />A.W- '~. ; <br />~.>\\\{\ ./ <br />1.1\li\1 / <br /> <br />"\ Ii, j,._J <br /> <br />~/{h,j <br />.... v. <br />. ., <br />" <br /> <br />i;, <br /> <br />1360 <br /> <br />N <br />~ <br /> <br />SCALE: <br /> <br />1" = 200' <br /> <br />I <br />o <br /> <br />200 <br /> <br />400 <br /> <br />600 <br /> <br />2-FOOT CONTOUR INTERVAL <br /> <br />LEGEND <br /> <br />320+00 322+00 <br />I I <br />----------- <br /> <br />CENTER LINE WITH STATION <br />NORMAL FLOW WATER SURFACE <br /> <br />o STANDING WATER <br /> <br />~ TYPICAL ROAD <br />----......... <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 />7520 BASE FLOOD ELEVATION LINE; <br />~ ELEVATION IN FEET (NAVD 88) <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 />4279 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque, New Mexico <br /> <br /> :;, <br /> ~ <br /> ~ <br /> 0 <br /> Q <br />U1 <br />Z <br />0 <br />Vi c <br />~ 0 <br />Q. <br />0: .~ <br /> " <br /> Q <br /> .8 <br /> ~ <br /> V> <br /> <br /> '" v <br /> c u <br /> v c <br /> " -0 2 <br /> '" '02 <br /> 0 u 0 <br /> 0 <0- <br /> I o 0 <br /> 0 ~~ ~ <br /> I <br /> " " <br /> '" <br />0; I <br />] " <br />"" <br /><< <br />15 u <br /><< <br />0:: 0 <br /> <br /> <br />o <br />~ Z <br />~ 0 >- <br />is I- 0 <br />u I<(~ <br />1'=" C)>1- <br />z -,O::::(f) <br />::J ~ W <br />8o(f)Z <br /><{ 0:::: W 0 <br />~ Io::::- <br />CL I- I- <br /><( <br />::i 0:::: Z W <br />W<(Z <br />>O.--J <br />-ZW <br />0::::-0 <br />(f)W <br />~ Ol-Z <br /><{ 2Z ~ <( <br />CD _ .--J <br />~ 0.... Z 0.... <br />::J 0:::: <br />-" (f)WO <br />~ 0 IO <br />(I) --.I I- 0 <br />eJ ~ .--J <br />8:: 0 LL <br />::J (f) <br /> <br /> [ EXHIBIT 3 ] <br />50 <br />PLATE NO, 16 <br /> OF 18 <br />