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<br /> <br />N <br /> <br />SCALE: <br /> <br />1" = 200' <br /> <br />I <br />o <br /> <br />400 <br /> <br />600 <br /> <br />200 <br /> <br />1460 <br /> <br />S-FOOT CONTOUR INTERVAL <br /> <br />LEGEND <br /> <br />1450 <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 />1430 <br /> <br />-:::-. <br /> <br />4259 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque. New Mexico <br /> <br /> " <br /> 0- <br /> 't <br /> v <br /> 15 <br /> 0 <br />U1 <br />Z <br />0 <br />Vi c <br />GS 0 <br />0- <br />a:: .~ <br /> 0 <br /> 0 <br /> .0 <br /> E <br /> J! <br /> <br />'" <J) <br />c g <br />~ :3 ~ <br />o <">0 <br />o <(0- <br />I 0 0 <br />Cl ~ ~ <br />r'- ~<J) <J) <br />~ ~ ~~ <br />~ 23 <br /> <br /> <br />o <br />~ Z <br />i5 0>- <br />6 f- 0 <br />u I<(~ <br />;:: C) > f- <br />z ---., 0:::: (/) <br />~ ---' w <br />80(/)Z <br />~ 0:::: w 0 <br />::s IO::::- <br />CL f- f- <br /><( <br />::s 0:::: Z W <br />w<(Z <br />>O...J <br />-Zw <br />0::::-0 <br />(/)w <br />~ of-Z <br />4: 2Z ~ <( <br />aJ _ ...J <br />~ 0... Z 0... <br />~ 0:::: <br />-, (/)WO <br />~ 0 I 0 <br />U1 ...J f- 0 <br />8S ~ -.J <br />8: OLL <br />~ (/) <br /> <br />[EXHIBIT 2 ] <br /> <br />PLATE NO, 14 <br />OF 18 <br />