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<br />" 1500 " 2500 <br />0 0 <br />z z <br />0 100 YEA STORM, FUTURE DEVELOPMENT 0 <br />u u <br />w W <br /><Jl <Jl EAR STORM FUTURE D VELOPMENT <br />'" '" <br />w w 2000 <br />(L (L <br />f- f- <br />W W <br />W W <br />LL LL <br /> 1000 <br />u u <br />~ ~ <br />a:l a:l 1500 <br />:::0 :::0 <br />U U <br />v v <br />W w 5 YEAR S ORM, FUTU E DEVELOP ENT <br />l.'J l.'J <br />'" FUT RE '" <br /><{ <{ <br />I I <br />U u 1000 <br /><Jl <Jl <br />~ ~ <br />0 500 0 <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 />2000 <br /> <br />3000 <br /> <br /> <br /> <br /> <br />500 <br /> <br /> <br />250 <br /> <br />o <br /> <br />60 <br /> <br />50 <br /> <br />100 <br /> <br />15 00 <br />TlME (MINUTES) <br /> <br />}20 <br />Tl ME (M I NUTES) <br /> <br />180 <br /> <br />240 <br /> <br />NOTES: <br /> <br />NOTES: <br /> <br />1) INCLUDES EFFECTS OF UPSTREAM DETENTION <br />STORAGE BEHIND BROADWAY IN SUB BASIN 3010, <br /> <br />2) FLOW FROM SUB BASIN 3030 ASSUMED TO BE <br />TRANSPORTED IN HIGHLINE CANAL AND R~LEASED <br />INTO LEE GULCH AT HYDROLOGIC POINT 3000. <br /> <br />1) IT WAS ASSUMED THERE WAS NO <br />DRAINAGE BASIN TRANSFER OF <br />FLOOD WATERS BY THE HIGHLINE <br />CANAL AND CITY DITCH. <br /> <br />FIGURE IA <br />LEE GULCH <br />HYDROLOGIC POI NT 3000 <br /> <br />FIGURE LB. <br />LI TTLE CREEK <br />HYDROLOGIC POINT 200 <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />ARAPAHOE COUNTY CITY OF LITTLETON <br /> <br />FLOOD HAZARD DELINEATION <br />LEE GULCH LITTLE CREEK <br /> <br />Consulting Engineers <br />Denver. Colorodo <br /> <br />K-K'B.N.A <br /> <br />SAMPLE FLOOD HYDROGRAPHS <br /> <br />300 <br /> <br />F IGU RE <br />LA,S <br />