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<br /> <br />--J <br /> <br />N <br /> <br />1420 <br /> <br />1" = <br /> <br />200' <br /> <br />SCALE: <br /> <br />I <br />o <br /> <br />200 <br /> <br />400 <br /> <br />600 <br /> <br />S-FOOT CONTOUR INTERVAL <br /> <br />1410 <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 />1400 <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 />1390 <br /> <br /> <br />4260 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />AJbuquerqU$, New lAexic:o <br /> <br /> ~ <br /> ~ <br /> ~ <br /> 15 <br /> 0 <br />(/) <br />Z <br />0 <br />Vi c <br />~ 0 <br />a <br />a:: .~ <br /> 0 <br /> :8 <br /> E <br /> ,}> <br /> <br /> V> '" <br /> c: u <br />~ '" c: <br />"- ] ~ <br />0 N <br /> 0 ~~ <br />o . 0 <br />~ I 2 0 <br />0 ~'" ~ <br /> I <br /> "- ~~ <br /> Ol <br />~ I <br />] "- <br />"" <br />'" <br />15 u <br />a: i3 <br /> <br /> <br />0 <br />0 Z <br />...: <br />a::: 0>- <br />0 <br />-' <br />0 1-0 <br />u I<C=> <br />r:: G>I- <br />z =>O::::(/) <br />::> <br />0 W <br />u O(/)Z <br />;:; O::::wO <br />:s I 0::::- <br />I- I- <br />CL <C <br />:s o:::ZW <br /> W<CZ <br /> >O--.J <br /> -ZW <br /> 0::::-0 <br />z (/)W <br />(i) Ol-Z <br />...: 2Z => <C <br />m - --.J <br />z llZll <br />...: <br />::> 0:::: <br />J (/)WO <br />z <br />...: OIO <br />(/) --.JI-O <br />a::: <br />w =>--.J <br />CL OLL <br />CL <br />::> (/) <br /> <br />[EXHIBIT 2 ] <br /> <br />PUlTE NO. 15 <br />OF 18 <br />