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<br />I <br />I <br />I <br />I <br /> <br />I I 'Il"'" ~l <br />(D\l\~'\ Ij (:/ <br />I ~;lJ.<' c'". ,{ / DP2 <br />\. . <br />\ t <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 />18 <br /> <br />Table 6. Summary of Peak Discharges - <br />Offsite Basins/Future Development Condition. <br /> <br />Design Point <br /> <br />tJr'I <br />\ ' <br />\ / Location <br />I <br /> <br />Drainage <br />Area <br />(sq.mi. ) <br /> <br />Discharge (cfs) <br />~-yr 1U-yr 5U-yr 1UU-yr ~UU-yr <br /> <br />DP7 <br /> <br />,.-!- <br />~~~Street and Colorado 1.25 <br />i ghway 71 <br />1'-(0"1 <br />11th and aL~, u (.1) 0.12 <br />tpQ ~/--::c""~ <br />at RailroadCrossing() <6;/0.80 <br />ofcA.rO . ~ <br />11 th and U,_ ( 1'1) .Og <br /> <br />~ <br /> <br />260 <br /> <br />380 <br /> <br />740 <br /> <br />990 <br /> <br />30 <br /> <br />45 <br /> <br />100 <br /> <br />130 <br /> <br />1490 2040 3270 4080 <br /> <br />DP8 <br /> <br />25 <br /> <br />40 <br /> <br />80 <br /> <br />110 <br /> <br />\ \ '- \ <br />~ \. " \....( . ., <br />c' <br /> <br />l~ <br />V~ <br /> <br />I A", 1 <br />\ ' C1 ,. <br />,\/<, .' <br /> <br />\ <br /> <br />c\~ <br /> <br />, <br /> <br />'Ac <br />'-. <br />