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<br /> <br />1940 <br /> <br />J <br /> <br />N <br /> <br />SCALE: <br /> <br />1" = 200' <br /> <br />I <br />o 200 <br /> <br />400 600 <br /> <br />5-FOOT CONTOUR INTERVAL <br /> <br />LEG EN 0 <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 />o <br /> <br />4247 <br /> <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque, New ~exico <br /> <br /> ~ <br /> " <br /> ;3 <br />Vl <br />Z <br />0 <br />Vi c <br />0 <br />~ ~ <br />0:: .~ <br /> 0 <br /> .8 <br /> ~ <br /> Vl <br /> <br />( <br />l <br /> <br /> Vl V <br /> C u <br />;; v c: <br />" " ~ ~ <br />0 '" <br /> 0 .:i~ <br />o . 0 <br />~ I o 0 <br />0 ~:;; :;; <br /> I <br /> " ~~~ <br /> 0> <br />;; I <br />C " <br />v ... <br />Vl <( <br />(5 ';;i <br />0: 0 <br /> <br /> <br />o <br />~ Z <br />gs 0>- <br /><5 I- 0 <br />U ::r::<(=:J <br />~ C)> I- <br />z ---, 0::: tf) <br />~ ~ W <br />80tf)Z <br /><{ O:::Wo <br />~ ::r::o:::- <br />a.. I- I- <br /><( <br />:5 o:::ZW <br />W<(Z <br />>O---.J <br />-ZW <br />0:::-0 <br />tf)W <br />~ ol-Z <br />rfs z=:J::s <br />~ 20.... Z 0.... <br />~ 0::: <br />-, tf)WO <br />~ O::r:: 0 <br />VJ ---.Ji--O <br />ffi =:J ---.J <br />it OLL <br />~ tf) <br /> <br />[EXHIBIT 2 ] <br /> <br />PLATE NO. 2 <br />OF 18 <br /> <br />J <br />