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Acton • Mickelson • van Dam, Inc. <br />' <br />Consulting Scientists, Engineers, <br />and Geologists <br />Log of Soni Boring. SB -6 <br />• <br />Project Number 19042 03 <br />Onlling Time Date <br />_ <br />d <br />w0� <br />5 tart 1400 9-26-94 <br />Location Former Beacon Station #610 <br />Finish 1600 9-26-94 <br />�% <br />y <br />3300 Waterloo Road <br />CDMMENTS <br />d <br />GA <br />Stockton, California <br />Completion Oepth 50 Feet <br />Logged By S LIArY <br />Drilling Company Mitchell Drilling Environmental <br />Drilled By Eddie Mitchell <br />Drilling Method CME 75 High Torque 8 0 0 HSA <br />Sampling Method California Modified Split Spoon <br />Checked By <br />SANDY SILT, Yellowish brown (10 <br />Fitted With 2 x6" Grass Sample Sleeves <br />SM <br />50 <br />55 <br />.K <br />Total Depth = 50 feet <br />50 I 6 I 6 80rog Tefwated at 50 feet <br />S86-7 <br />586-8 <br />S86-9 <br />566-10 <br />2 of 2 <br />z <br />P <br />_ <br />d <br />w0� <br />DESCRIPTION40 <br />�� <br />�% <br />y <br />WU <br />CDMMENTS <br />d <br />GA <br />m <br />i <br />SANDY SILT, Yellowish brown (10 <br />= <br />SM <br />YR 5/6), damp, fine-grained sand <br />— <br />35—;J-- <br />26 <br />1a <br />18 <br />— <br />40 <br />SILTY SAND, yellowish brown (10 <br />= <br />SM <br />4 O <br />YR 5/6), damp, fine-grained <br />20 <br />28 <br />18 <br />18 <br />_ <br />39 <br />42 <br />50 <br />11 <br />11 <br />SAND, Yellowish brown, (t0 YR 5/6), <br />SP <br />45—damp, <br />fine -to -medium -grained, <br />/5 <br />some silt <br />50 <br />55 <br />.K <br />Total Depth = 50 feet <br />50 I 6 I 6 80rog Tefwated at 50 feet <br />S86-7 <br />586-8 <br />S86-9 <br />566-10 <br />2 of 2 <br />