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Gettier-Ryan, Inc. <br />PROJECT: Former Chevron Station No. 9-5775 <br />GR PROJECT NO.: 346408.08 <br />DATE STARTED: 12/20/99 <br />DATE FINISHED: 12/21/99 <br />DRILLING METHOD: 10 in. Hollow Stem Auger <br />DRILLING COMPANY: V 6 W Drilling <br />Fn i o (nz *• a <br />_ Q N W W U <br />w r ca a a m o <br />m us cn CD ua <br />Log of Boring VE --3 <br />LOCATION: 301 W. Kettleman Lane, Lodi, CA <br />CASING ELEVATION: <br />WL (ft. bgs): 54.5 DATE: 12121/99 TIME; 15:45 <br />WL (ft. bgs): DATE: TIME: <br />TOTAL DEPTH: 55 feet <br />GEOLOGIST: Barbara Sieminski <br />GEOLOGIC DESCRIPTION <br />o CL - <br />FILL GRAVEL WITH SAND - yellowish brown <br />damp; fill. <br />5/41, <br />ML SILT (ML) -- light olive brown (2.5Y 5/6), moist, hard, <br />low plasticity: 80% silt, 15% fine sand, 5% clay. <br />24- <br />320 >100 VE3-25.5 <br />SM SILTY SAND (SM) - pale yellow (2.5Y 7/2). damp, <br />2$ very dense; 60% fine sand, 40% silt. <br />JOB NUMBER: 346408.06 <br />WELL DIAGRAM <br />a <br />ML <br />SANDY SILT (ML) - yellowish brown (lOYR 5/4), damp, <br />hard, low plasticity: 70% silt. 30% fine sand. <br />4- <br />a >100 VE3-5.5 <br />8 <br />0 >100 VE3-10.5 <br />12 <br />SP -ML <br />SAND WITH SILT (SP -ML) - brown (1OYR 513), damp, <br />dense: 85-90% fine to medium sand, 10-15% silt. <br />16 <br />0 30 VE3-16 <br />ML -CL <br />CLAYEY SILT WITH SAND (ML -CL) - yellowish brown <br />(10YR 5/4), moist, hard; 60% silt, 20% fine sand, 20% <br />clay. <br />ML/SM <br />SANDY SILT (ML/SM) -light olive brown (2.5Y 5/4),r <br />moist, hard, low plasticity; 55% silt, 45% fine to coarse <br />sand. <br />20 <br />64 >100 VE3--20.5 <br />ML SILT (ML) -- light olive brown (2.5Y 5/6), moist, hard, <br />low plasticity: 80% silt, 15% fine sand, 5% clay. <br />24- <br />320 >100 VE3-25.5 <br />SM SILTY SAND (SM) - pale yellow (2.5Y 7/2). damp, <br />2$ very dense; 60% fine sand, 40% silt. <br />JOB NUMBER: 346408.06 <br />WELL DIAGRAM <br />a <br />