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Bettler—Ryan, Inc. Log of Boring MW -5 PROJECT: Former Chevron Station No. 3-5775 1 LOCATION: 301 W. Kettleman Lane, Lodi, CA W m x o sn a N Ui � GEOLOGIC DESCRIPTION WELL MAGRAM x-� Gl X a d 0. J LU O p O ail -x d �~" 0- M L Call (D (n SW SAND (SW) - very pale brown (IOYR 7/3), damp: 100% fine to coarse sand. 0 27 MW5-3t 32 ML SILT (ML) - light yellowish brown (2.5Y 7/3), damp, hard, low plasticity; 95% silt, 5% clay. 36 0 >100 MWS -35 40- 0 >100 MW5-4o.5 SM SILTY SAND (SM) - light yellowish brown (IOYR 6/4), damp; 60% fine sand, 35% silt, 5% clay. c, 4 V w `_ CL -ML SILTY CLAY (CL -ML) - light brownish gray (MY 6/2), 44 damp, hard, low plasticity. 60% clay, 40% silt. w � u U n O Y C �0 � 0 52 MW5-46 4 ML SILT WITfi SAND (ML) -- light yellowish brown (2.5Y 0 6/4), damp, hard, low plasticity; 80% silt, 15% fine sand, ry 5% clay. 48- 0 >100 MW5-50.5 SW SAND (SW) - light yellowish brown (IOYR 6/4), damp, dense; 95% fine to medium sand, 5% silt. 52- 2CL-MLSILTY CL-ML SILTYCLAY WITH SAND (CL -ML) - brown (10YR 5/3). moist, very stiff, low plasticity; 40% clay, 40% silt, 20% fine sand. 56 0 22 MW5-56 SM SILTY SAND (SM) - brown 0OYR 5/3), saturated, medium dense; 70% fine to medium sand, 30% silt. ML -CL CLAYEY SILT WITH SAND (ML -CL) - light brownish gray (2.5Y 6/2), moist, hard, low plasticity. 40% sill, 60 40% clay, 20% fine sand. i lvrjL r -n. J'iUYV0.V0 Page 2 of 3