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JD -6 Mine - Drainage Design Plan 63 <br />Channel Profile <br />LDS -N -P3 <br />000 <br />a <br />r 1.00 <br />CL <br />d <br />D <br />-y 2.00 <br />c <br />c <br />m <br />r <br />U <br />300 <br />400 <br />0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 <br />Distance (ft) <br />Station: <br />LDS -N -P4 <br />Date: <br />5/28/2013 <br />Measured by: <br />SW /GW /CM <br />Calc /chk by: <br />TH /SW <br />Station <br />Tape Reading <br />Distance <br />Segment Width <br />Depth <br />Section Area <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ftz) <br />Channel left (Stn 1) <br />15.30 <br />0.00 <br />0.00 <br />2 <br />13.20 <br />2.10 <br />2.1 <br />0.95 <br />1.00 <br />3 <br />11.60 <br />3.70 <br />1.6 <br />2.01 <br />2.37 <br />4 <br />10.60 <br />4.70 <br />1.0 <br />2.16 <br />2.09 <br />5 <br />9.75 <br />5.55 <br />0.9 <br />2.06 <br />1.79 <br />6 <br />9.20 <br />6.10 <br />0.6 <br />175 <br />1.05 <br />7 <br />8.20 <br />7.10 <br />1.0 <br />0.84 <br />1.30 <br />8 <br />7.00 <br />8.30 <br />1.2 <br />0.54 <br />0.83 <br />9 <br />5.70 <br />9.60 <br />1.3 <br />0.29 <br />0.54 <br />Channel right (Stn 10) <br />4.80 <br />1050 <br />0.9 <br />0.00 <br />0.13 <br />Channel Profile <br />LDS -N -P4 <br />000 <br />r 1.00 <br />CL <br />N <br />c <br />d <br />C <br />A 2.00 <br />r <br />U <br />300 1 <br />0 1 <br />2 3 4 5 6 7 8 9 10 11 12 <br />Distance (ft) <br />4148A.131028 Whetstone Associates <br />