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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />er ~ I- 15 <br />'" ... <br />'" '" ... '" '" '" . 0", ... 0 <br />~ '" '" UO Ou 0 <br />er z t; t; '" ",a: '" .J~ 0-, '" > ... > ",a: <br /> ... l- I- '" a: I- '" '" <br />~ '" '" '" '" '" a: u'" ... '" gal ~~ a: -' '" ... .J ..." <br />~ '" z '" a: '" ... z'" '" '" \:,!<> ... al a: '" a: al ...::: <br />~ ~ 0 a: I- '" '" '" '" ",:I: '" ... U ~ <la: <br />... <br />'" t 0 .... '" I- 0 Z ... "'.... er z '" -' 0 -' .J <br /> '" '" '" '" '" z 0 '" ,..a: -' z <l ~ U er 0- <br />IL 0 '" z ., !!! ~~ :I: er 0 ,.. '" a: <br />0 :I: :I: <br />I- '" z ::I -' 0- I- -' a: a: x '" .... <br /> ~ -' '" a: <br />0 '" z 0 ::E ~ ., '" a: ~ a: '" a: ,.. 0 0 ~ <br /> 0- 0 -0 <br />z '" g z ~ <l er 2!j 0 er :I: '" '" z ., 0 <br />'" ~ ~ ~ '" 0 '" z '" u '" :I: '" 0- 0 '" IL '" <br /> <br /> 100 '1R, FUTURE <br /> -- v--- <br /> 10 'IR, FUTURE <br /> J <br /> - <br /> 5 'Ill. FUTURE <br /> ---- ~ <br />--- ~ 2 YR, FUTURE <br />,~ <br /> <br />450+00 <br /> <br />400+00 <br /> <br />300+00 <br /> <br />200+00 <br /> <br />100+00 <br /> <br />I <br />I <br />I <br /> <br />STATIONING IN FEET <br /> <br />11,000 <br /> <br />10,000 <br /> <br />9,000 <br /> <br />8,000 <br /> <br />7,000 <br /> rI> <br /> ll- <br /> t> <br />6,000 = <br /> '" <br /> If <br /> '" <br /> :I: <br />5,000 t> <br />rI> <br /> c> <br />4,000 <br /> <br />3,000 <br /> <br />2,000 <br /> <br />1,000 <br /> <br />o <br /> <br />0+00 <br /> <br />FIGURE 3 <br />PROJECTED PEAK DISCHARGES ON <br />LAKEWOOD GULCH CHANNEL FOR <br /> <br />FULL DEVELOPMENT IN DRAINAGE BASIN <br />AND EXISTING CHANNEL CONDITIONS <br />