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<br />10+00 <br />HYDROlOGIC ANAL YSIS BY MULLER ENGINEERING <br /> <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 />I <br />I <br />I <br /> <br />800'. <br /> <br />700. <br /> <br />.600. <br /> <br />(f) <br />lL. <br />0500. <br />z <br /> <br />w <br />Cl <br />ll: <br /><[ <br />I <br />o <br />(f) 400. <br />Ci <br /> <br />.300. <br /> <br />. 200.. <br /> <br />Greiner <br />EngineeI'inQ <br /> <br />P19 <br /> <br />100 <br /> <br />:I: <br />I- <br />~~ <br />WW <br />Oa: <br />zO FUTURE BASIN CONDITIONS <br />wI- <br />=>a: LEGEND <br />~o <br />zo.. <br />Oe;: <br />0< ~ <br /> ~ <br /> Z '" lOO-YEAR <br /> W ~ , <br /> :IE .. i lO-YEAR ..-.-.-.- <br /> Z > <br /> !l! ~ 5-YEAR -'-- <br /> ... :I: <br /> < ill <br /> I- 2-YEAR ------- <br /> w < , <br /> .. . <br /> ~ '" < '" <br /> ~ <br /> :I: > <br /> I- < <br /> .. ~ <br /> ~ '" <br /> ~ a: <br /> <. <br /> ~ 0.. <br /> " :I: <br /> l- <br /> X a: <br /> 0 <br /> ~ <br /> '" <br /> 0 <br /> < <br /> ~ <br />~~, ~ ~ <br />~, <br />~, ......... <br />~, ~~, "'" '" <br />~ <br />'~, <br />~, <br /> ... ~ "-- <br /> ~ ~ <br /> '.... ~.. <br /> .-. <br /> ........... -...... -..... ....... ~ <br />-- .-.. <br />--.. ~... - j---- ..-. <br /> -.- <br /> ---.. ---- -.... ~~ <br /> -..- ---- .-. 10-._. <br /> ---- -... . <br /> ---.. ----. .. .-..... ....- <br /> ----. -- <br /> -----. .-----: ._'. .~~I <br /> --- . <br /> .----. ~--~ i <br /> ---, I <br /> <br />. 0'. <br /> <br />20+00 <br /> <br />30+00 40+00 <br />STATIONING, IN FEET, ABOVE CONFLUENCE <br /> <br />60+00 <br /> <br />50+00 <br /> <br />URBAN DRAINAGE a FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />WESTMINSTER AREA <br /> <br />DISCHARGE PROBABILITY PROFILES <br />. NORTH BRANCH AIRPORT CREEK <br /> <br />FIGURE <br /> <br />8 <br /> <br />