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<br />'II <br /> <br />il <br />11 <br />II <br />11 <br />11 <br />11 <br />II <br />'I <br />!I <br />!I <br />'I <br />'I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> 1,000 500 <br /> 100 EAR FLOOD Qp = 470 CFS <br /> (FUT RE CONDITIONS) <br /> 800 400 <br /> R FLOOD P AIN, Qp = 624 CFS " <br />~ \ <br />V1 CONDITIO S ) V1 100 YEAR LOOD PLAI Qp = 380 CFS <br />"- "- (PRESENT ONDITIONS <br />u u <br /> 600 300 <br />UJ UJ <br /><.!) <.!) <br />"" "" 1 0 YEA FLOOD, Q = 265 CF <br /><C 10 Y AR FLOOD, Qp 478 FS <C <br />:I: = :I: <br />U U <br />V1 V1 <br />- - <br />Cl 400 Cl 200 <br /> R FLOOD, p = 304 C S I <br /> FLOOD PLAIN, Qp = 5 1 CFS YEAR FOOD, Qp = 148 CFS <br /> 200 CONDITION 100 <br /> <br /> <br /> <br /> <br /> <br /> <br /> - <br /> -- <br />0 50 100 150 200 250 0 150 <br /> TIME (MIN.) TIME (~lIN.) <br /> LITTLE CREEK LITTLE CREEK <br /> HYDROLOGICAL POINT 500 OUTFLOW HYDROGRAPHS AT DRY CREEK ROAD <br /> INFLOW HYDROGRAPHS AT EAST DRY CREEK ROAD <br /> <br />KK.B.N.A <br /> <br />Consulting Engineers <br />Denver, Colorado <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />ARAPAHOE COUNTY CITY OF LITTLETON <br /> <br />MAJOR DRAINAGE WAY PLANNING <br />LEE GULCH LITTLE CREEK <br /> <br />FLOOD HYDROGRAPHS <br /> <br />FIGURE <br />A-2 <br /> <br />-A-5- <br />