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0 <br />Settler -Ryan, Inc. <br />Log of Boring VE -1 <br />PROJECT Former Chevron Station No 9-5775 <br />LOCATION 301 W Kettleman Lane, Lodi, CA <br />GR PROJECT NO • 346408 06 <br />CASING ELEVATION <br />DATE STARTED. 12/20/99 <br />WL (ft bgs) 54 9 DATE 12/20/99 TIME 1115 <br />DATE FINISHED 12/20/99 <br />WL (ft bgs) DATE TIME <br />DRILLING METHOD 10 in Hollow Stem Auger <br />TOTAL DEPTH 55 feet <br />DRILLING <br />COMPANY V 6 W Drilling <br />GEOLOGIST Barbara Slemmskr <br />* <br />LMT- <br />W <br />x 1-0 <br />cn <br />WELL DIAGRAM <br />a <br />U_ <br />w - <br />L <br />GEOLOGIC DESCRIPTION <br />� = <br />a <br />Z <br />a a <br />a= <br />CL <br />uj.... <br />0 <br />J <br />M: <br />a Q <br />Q <br />cC <br />Q <br />o <br />a <br />m <br />cn in <br />M <br />cn <br />FILL <br />GRAVEL WITH SAND - yellowish brown (IOYR 5/4), <br />damp, fill <br />ML <br />SANDY SILT WITH GRAVEL (ML) - dark yellowish <br />brown (tOYR 4/4). damp, very stiff, low plasticity, 60% <br />silt, 40% fine sand, 10% fine to coarse gravel <br />0 <br />28 <br />VEt-6 <br />0 <br />>100 <br />VE1-10 5 <br />At 15 feet becomes damp <br />12 <br />U <br />a <br />4 <br />W <br />a <br />W <br />SP <br />SAND (SP) -yellowish brown (10YR 516), damp, loose, <br />100% fine to medium sand <br />m <br />N <br />� <br />ro <br />16 <br />149 <br />5 <br />VE1-16 <br />a <br />v <br />SANDY SILT (ML) - dark yellowish brown (IOYR 414), <br />ML <br />damp, hard, low plasticity, 70% silt, 30% fine sand <br />20 <br />930 <br />>t00 <br />VE1-205 <br />SILTY SAND (SM) - light yellowish brown (10YR 6/4), <br />SM <br />damp, dense, 00% fine sand, 40% silt <br />24— <br />>1000 <br />>100 <br />VE1-255 <br />ML <br />SILT (ML) - yellowish brown (10YR 514), damp, hard, <br />low plasticity, 90% silt, 10% fine sand <br />28 <br />— <br />JOB NUMBER 346408 06 <br />Page Iof2 <br />