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TE WATE WATERS RUNG TIME <br />R HED % FF OF <br />=D SHED AVG. CURV CON( <br />E'er 11mwl <br />SEE 12X42 140.0 1120 DUAL 42" CMP'S UNDER 5 TH <br />POND STREET AS PART OF POND T <br />7 SEE POND 7 DESIGN FOR <br />I »a \B <br />163711: <br />[EOL4h41gol1G9 <br />(CU.FT /SE <br />CULVERT <br />CC <br />100 <br />4T8 <br />42 <br />70.0 <br />40 <br />CC DITCH OVERFLOW DITCH <br />14 <br />DITCH <br />ACCESS ROAD CROSSING. <br />OVER <br />PEAK FLOW BASED ON <br />FLOW <br />OVERFLOW DESIGN. NO <br />DRAINAGE AREA. <br />CULVERT <br />CC <br />SEE <br />42 <br />80 <br />CC DITCH PERMANENT HDPE <br />15 <br />DITCH <br />HDPE <br />PIPE UNDER TEMPORARY BB <br />FLOW <br />PIPE <br />ROAD DETOUR <br />ULVERT <br />2,24,2 <br />100 <br />4T8 <br />18 <br />26.0 <br />80 <br />CARRIES C11 DITCH FLOW <br />16 <br />5 <br />INTO POND. STEEPNESS <br />(25 %) ALLOWS MUCH HIGHER <br />FLOW THAN NORMAL FOR <br />THIS SIZE. PEAK FLOW FROM <br />DITCH C11. AREA AROUND <br />PIPE CAN HANDLE <br />OVERFLOW, WHICH IS <br />INCISED SLOPE OF POND <br />CULVERT <br />24,25 <br />363 <br />100 <br />38.8 <br />36 <br />47.0 <br />100 <br />CARRIES FLOW FROM <br />17 AND <br />DITCHES C12 AND C13 UNDE <br />17A <br />REBUILT BB ROAD AND <br />PERIMETER ROAD <br />CULVERT <br />4,8,26 <br />10 <br />24.4 <br />3 X 18 <br />28.5 <br />80 <br />CARRIES PEAK FROM <br />18 <br />DITCHES Cl AND C2 UNDER <br />2700 ROAD <br />Revised August 2009(PB06) Attachment 2.05.3(3) -1 -71 <br />