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TABLE 4 <br />MAX6IELL MINE <br />DRAINAGE STRUCTURES FOR DISTURBED RUNOFF <br />h11NE SITE DRAINAGES TO POND OO3 <br />DITCH SA 003-1 TRAP <br />DTCH 1-AS D,1 TRI <br />CMP-1 D.1-ASCiRc <br />DTCH SA-2 CMP-1 <br />002-3 TRI <br />DTCH lA-3 D.lA-2TRAP <br />CMP-5 D.lA-3 <br />003-3 CIRC <br />DTCH SA-4 CMP-5 TRAP <br />CMP-6 D.lA-4CIRc <br />DTCH lA-5 CMP-6 TRAP <br />DITCH 5 003-4 TRAP <br />CMP-3 D.5 <br />003-5 CIRC <br />DITCH 5-1 CMP-3 TRAP <br />DITCHES lA-5 AND 5-1 <br />SPILLWAY 003. PARA <br />CMP-5 <br />DITCH 5 / <br />D.5 <br />L 003-4 <br />003 <br />DIMENSIONS (SLOPE LENGTH MAN. F <br />1.0 <br />2.0 <br />1.5 <br />1.5 <br />1.5 <br />2.0 <br />1.5 <br />2.0 <br />1.5 <br />1.3 <br />2.5 <br />1:5 <br />FLOW <br />2.0 <br />4.0 1.0 0.9 <br />17.0 0.0 2.6 <br />1.0 <br />7.0 0.0 1.2 <br />7.0 2.0 5.6 <br />5:0 <br />10.0 2.0 2.f <br />4.0 <br />10.0 2.0 1.1 <br />12.0 6.0 1.5 <br />0.8 <br />10.0 2.0 1.1 <br />INTO POND 003 <br />30.0 1.0 <br />CORRIGATED METAL PIPE CULVERT <br />DRAINAGE DITCH <br />DRAINAGE BASIN <br />SEDIMENTATIOPI POND <br />SO-YR PEAK <br />FLOW DEPTH V <br /> <br />440 0.04 5.9 4.7 0.9 2.2 <br />320 0.04 100.2 4.7 0,6 2.7 <br />50 0.024 5.7 4.7 1.0 3.6 <br />620 0.04 16.5 7.8 1.1 2.6 <br />260 0.04 53:6 7.8 0.6 4.7 <br />]20 0.024 27.4 20.6 1.3 9.6 <br />580 0.04 43.7 20.6 1.] ti 1 <br />35 C.024 24.5 20.6 1.4 8.7 <br />710 0.04 31.4 20.6 1.2 3.1 <br />1380 0.04 47.4 15.8 0.7 3.0 <br />100 0.024 19.2 18.7 2.0 4.5 <br />420 0.04 30.8 18.7 1.2 3.0 <br />50 0.04 178.6 39.3 0.9 2.8 <br /> <br />22 <br />