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<br /> <br />./ <br /> <br />~ <br /> <br />- 6585 <br /> <br />-- -- <br /> <br />N <br />~ <br /> <br />SCALE: <br /> <br />1" = 200' <br /> <br />I <br /> <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 />4251 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque, New MeKico <br /> <br /> 5- <br /> 0- <br /> <: <br /> v <br /> -0 <br /> 0 <br />V1 <br />Z <br />0 <br />Vi c <br />~ t <br />a:: <br /> 0 <br /> 0 <br /> t <br /> Vl <br /> <br />-E g <br />~ ~~ <br />. g .:i. ~ <br />: 6 e e <br />,!. ~'" '" <br /> <br />~ ~ rtr~ <br /> <br />0: Cl <br /> <br /> <br />o <br />~ Z <br />g; 0>- <br /><5 I- 0 <br />U ::r::<C:J <br />~ (5)1- <br />Z ----., 0::: (f) <br />~ -' w <br />80(f)Z <br />~ O:::Wo <br />:5 ::r:: 0::: - <br />0.. I- I- <br /><C <br />:5 0::: Z W <br />W<CZ <br />>O-.J <br />-Zw <br />0:::-0 <br />(f)W <br />~ Ol-Z <br /><{ ,z:J <C <br />(IJ l_ -.J <br />::;; 0.... Z 0.... <br />~ 0::: <br />-, (f)wo <br />::;; O::r:: 0 <br />fJ) -.JI-o <br />ffi :J -.J <br />& 0 LL <br />~ (f) <br /> <br />[EXHIBIT 2 ] <br /> <br />PLATE NO. 6 <br />OF 18 <br />