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e f I I I I I 1 I I 1 I 1 f I 1 1 1 l <br /> 5'TALL BERM TO BE 20'WIDE <br /> AT BASE AND 5'WIDE AT TOP <br /> BERM DRAINAGE DITCH //LANDSCAPE BERM <br /> f <br /> / (Topsoil Stockpile) <br /> RECLAIMED SLOPE 1.5:1 4'-0"FENCE <br /> (2:1 AVERAGE W/BERMS) <br /> DRAINAGE DITCH TO SLOPE 0.5% <br /> TO CATCH INLET AND PIPED TO <br /> BOTTOM W/12"CMP DRAIN,TYP <br /> 3/4:1 SLOPE 11:1 AVERAGE <br /> W/BERMS) <br /> 30'WIDE ENTRANCE ROAD <br /> SLOPE BENCHES AND ROAD (10%SLOPE MAX) I I I- <br /> 5%TO DRAINAGE DITCH 15'WIDE BENCH <br /> DRAINAGE DITCH(5'BOTTOM WIDTH X 5' <br /> DEEP W/1:1 SIDE SLOPES)TO RECEIVE BENCH <br /> DRAINAGE W/RIP RAP STRUCTURE AND SLOPE _ <br /> TO DRAINAGE PUMP TO ONSITE SETTLING POND —I I I—I <br /> = I - <br /> SLOPE BOTTOM TO DITCH J 1—I I I—I I <br /> 0 ® 60 Feet <br /> SCALE 1" = 60 Feet <br /> Source:Resource Design Technology,Inc. <br /> 0 <br /> Jones&Stokes Figure 2-9 <br /> 1 Typical Slope Design <br />