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<br /> <br />1350 <br /> <br />N <br /> <br />SCALE: <br /> <br />1" = 200' <br /> <br />1340 <br /> <br />I <br />o <br /> <br />200 <br /> <br />400 <br /> <br />600 <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 />1320 <br /> <br />1310 <br /> <br />"""~I""" ___ ,_ _, ..1IJ"1i"""'l1'!'~,n'f.'" <br /> <br />1 <br /> <br />4262 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque. New Mexico <br /> <br /> ti <br /> ~ <br /> 0 <br /> -0 <br /> Cl <br />(I) <br />Z <br />0 <br />Vi .~ <br />~ Q. <br />'" '0 <br />~ <br /> 0 <br /> Cl <br /> :8 <br /> ~ <br /> V> <br /> <br /> V> " <br /> c: u <br />~ " c: <br />"- "0 E? <br />Cl '" '0 Q) <br /> 0 ~~ <br />o . 0 <br />~ I Cl 0 <br />Cl ~ a; a; <br /> I <br /> "- ~~ <br /> '" <br />~ I <br />'0 "- <br />eX ... <br /><( <br />15 u <br /><( <br />0:: Cl <br /> <br /> <br />0 <br />0 Z <br /><( <br />0::: 0>- <br />0 <br />-' 1-0 <br />0 <br />u I<C=:> <br />~. 0>1- <br />z =:>O::::(f) <br />=> W <br />0 O(f)Z <br />u <br /><( O::::WO <br />5 IO::::- <br />I- I- <br />0.. <C <br />:5 o::::Zw <br />w<CZ <br /> >O--.J <br /> -ZW <br /> 0::::-0 <br /> (f)W <br />~ Ol-Z <br />Vl 2Z =:> <C <br /><( <br />CD - --.J <br />z o....zo.... <br /><( <br />=> 0:::: <br />J (f)wo <br />z OIO <br /><( <br />Vl --.JI-o <br />0::: =:>--.J <br />w <br />0.. OLL <br />0.. <br />=> (f) <br /> <br />[ EXHIBIT 2 ] <br />PLATE NO. 17 <br />OF 18 <br /> J <br />