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<br /> <br />SEE BELOW <br /> <br />1830 <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 />S-FOOT CONTOUR INTERVAL <br /> <br />LEGEND <br /> <br />2150 <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 />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 />- <br /> <br />4250 <br /> <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque. New ....xico <br /> <br />~ <br />It <br /> <br />" <br />'0 <br />I:> <br /> <br />Ul <br />Z <br />o <br />Vi <br />~ <br />a:: <br /> <br />c <br />o <br />Q. <br />.~ <br />I:> <br /> <br />'0 <br />.0 <br />E <br />J'> <br /> <br />'" " <br />j ~ ~ <br />c3 ~ ]~ <br />O. 8 }J~ <br />n:: 6 e e <br />r!- ~" " <br />~! ~ ~~ <br /> <br />iZ a:: 0 <br /> <br /> <br />o <br />a <br />~ Z <br />g 0 >- <br />o 1--0 <br /><..> I <C => <br />~ C)>I-- <br />z => 0::: (f) <br />6 W <br /><..> O(f)Z <br />~ O:::wo <br />::5 Io:::- <br />Cl... I-- I-- <br /><C <br />::5 o:::Zw <br />w<CZ <br />>0-.1 <br />-ZW <br />0:::---0 <br />z (f)W <br />Vi Ol--Z <br />Cii 2Z => <C <br />- -.1 <br />~ Cl. Z Cl. <br />~ 0::: <br />z o(f)wo <br />4: I 0 <br />(/) -.1 I-- <br />ffi => g <br />&: OLL <br />::> (f) <br /> <br />[ EXHIBIT 2 ] <br />PLATE NO. S <br />OF 18 <br />