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<br />1350 <br /> <br />1340 <br /> <br />1330 <br /> <br /> <br />I"" <br /> <br />\, <br /> <br />r"" <br /> <br />N <br />~ <br /> <br />SCALE: <br /> <br />1" = 200' <br /> <br />I <br />o 200 <br /> <br />400 600 <br /> <br />f <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 />STANDING WATER <br /> <br />o <br /> <br />~ TYPICAL ROAD <br />............... <br /> <br />\ <br />tl <br /> <br />./ <br /> <br />,// <br /> <br />10-YEAR FLOOD BOUNDARY <br />2S-YEAR FLOOD BOUNDARY <br />50-YEAR FLOOD BOUNDARY <br />100-YEAR FLOOD BOUNDARY <br />SOQ-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 />Qj <br /> <br /> <br /> <br />V'I ~ <br />I ~ <br />! <br />! <br />! <br />! ; <br />I ,_/'/~ <br /> <br />" <br />..,./" <br /> <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-B) <br /> <br />/ <br /> <br />1320 <br /> <br />,) /'- =~;;~- <br />",<' f <br />\1) / <br />< <br /> <br />-"-">' <br /> <br />., <br />'\~\:'/ <br />\\ <br /> <br />1310 <br /> <br />f""""" <br /> <br />, , <br />~/ <br /> <br />/ <br /> <br />4280 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque, New Mexico <br /> <br /> ~ <br /> Q. <br /> ... <br /> ~ <br /> '0 <br /> 0 <br />'" <br />z <br />0 <br />Vi c <br />~ 0 <br />Q. <br />'" .~ <br /> ~ <br /> 0 <br /> .& <br /> t <br /> '" <br /> <br /> '" ... <br />~ c g <br /> ... <br />" " ~ <br />0 N '0 Q) <br /> 0 .:i~ <br />o . 0 <br />~ I e 0 <br />0 ~... ~ <br /> I <br /> " ~rrr~ <br /> 0'> <br />;; I <br />'0 " <br />.x ... <br />... <br />'0 u <br />... <br />a: 0 <br /> <br /> <br />0 <br />0 Z <br /><( <br />0:: 0>- <br />0 <br />-' f--O <br />0 <br />u I<{~ <br />~ C)>f-- <br />z ~O::::(f) <br />::> W <br />0 O(f)Z <br />u <br /><( o::::wO <br />f- Io::::- <br />:5 f-- f-- <br />a.. <{ <br />:5 o::::Zw <br />w<{Z <br /> >o--.J <br /> -Zw <br /> 0::::-0 <br /> (f)W <br />~ Of--Z <br />VJ 2Z ~ <{ <br /><( <br />(IJ - --.J <br />z Q..zQ.. <br /><( <br />::> 0:::: <br />..., (f)WO <br />z OIO <br /><( <br />VJ --.Jf--O <br />0:: <br />w ~--.J <br />a.. OLL <br />a.. <br />::> (f) <br /> <br />[EXHIBIT 3 ] <br /> <br />PLATE NO, 17 <br />OF 18 <br />