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Acton • Mickelson <br />• van <br />Dam, <br />Inc. <br />` Consulting Scientists, Engineers, and Geologists <br />Log of Soil Boring SB -5 <br />Project Number 19042 03 <br />Drilling Time <br />nate <br />Start 1330 <br />9-27-94 <br />Location Former Beacon Station #610 <br />Finish 1445 <br />9-2T-94 <br />3300 Waterloo Road <br />Stockton, California <br />Drilling Company Mitchell Drilling Environmental <br />Drilled By Eddie Mitchell <br />Completion Depth 50 <br />Feet <br />Drilling Method, CME 75 High Torque, 8 0D HSA <br />Logged By S LIATY <br />Sampling Method California Modified Split Spoon <br />Checked By <br />Fitted With 2'x6" Brass Sample Sleeves <br />r UJ <br />z E DESCRIPTION io <br />4„rr, m <br />�a YrEiZ v, <br />ONSTRUCTIO = <br />z <br />} <br />d <br />v z <br />LU <br />u� COMMENTS <br />co <br />w <br />= <br />= <br />Concrete <br />SM <br />SILTY SAND, Yellowish brown (10 — — <br />YR 5/6), damp, fine-grained T <br />— — <br />7 <br />18 <br />18 <br />595-I <br />13 <br />SILT, Dark yellowish brown (10 YR = ==-:7 <br />ML <br />4/6), damp —_ <br />1 0 - - <br />12 <br />SP 12 <br />18 <br />18 <br />se5-2 <br />SAND, Moderate yellow-brown (10 <br />20 <br />YR 5/4), damp, fine -to <br />medium -grained, some silt <br />20 <br />15 <br />30 <br />1B <br />18 <br />ses-3 <br />SILT, Yellowish brown (10 YR 5/8), -- <br />ML /6 <br />moist, minor fine-grained sand =�- <br />20 = — <br />20 <br />18 <br />18 <br />585-4 <br />- <br />35 <br />2521 —_= <br />19 <br />18 <br />18 <br />sB5-5 <br />- — <br />47 <br />25 <br />27 <br />18 <br />18 <br />s9s-e <br />30—REcu <br />(Boring continued on next page) Pape i of 2 <br />