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Gettler-Ryan, Inc. <br />PROJECT: Former Chevron Station No. 8-5775 <br />co <br />* r o <br />E Z .. U <br />OL W W 2 V <br />S <br />N <br />F- a Y0 Q 0 <br />W O3 O_ 4 4 a N <br />Log of Boring SB -3 <br />LOCATION.-_ 301 W. Kettleman Lane, Lodi, CA <br />GEOLOGIC DESCRIPTION <br />Q 0. Co N N <br />SM SILTY SAND (SM) -brown (10YR 513). damp, very dense; <br />M. 60% fine sand, 40% sill. <br />3 <br />44 <br />0 1>1001SB3-30-Sp <br />Mt SILT (ML) -brown (fOYR 513), damp, hard, low plasticity; <br />70% slit, 30% fine sand. <br />SILTY SANG (SM/ML) - very pale brawn (l( YR 7/3), damp; <br />dense; 50% fine sand, 50% silt. <br />p 40 S63-36 I <br />ML SANDY SILT (ML) _ brown (IOYR 5/3), moist, hard, low <br />plasticity; 60% silt, 40% fine sand. <br />CL -ML SILTY CLAY WITH SAND (CL -ML) - pale brown (10YR 6/4), <br />moist, hard, low plasticity; 40% clay, 40% silt, 20% fine <br />54 >100 S63-40 sand. <br />ML SANDY SILT (ML) - brown 0OYR 5/3), moist, hard, low <br />IN plasticity; 60% silt, 40% fine sand. <br />12 1 63 1 S83-46 <br />84 >100 S83-50.5 <br />52 <br />201 >100 S93-54 <br />CL -ML SILTY CLAY (CL -ML) -light brownish gray (10YR 6/2), <br />damp, low plasticity; 50% clay, 40% silt, 10% fine sand <br />SP SAND (SP) -light olive brown (10YR 5/4); damp, dense; 85% <br />fine to medium sand, 5% silt. <br />ML SILT WITH SAND (ML) -light brownish gray (2.5Y 6/2), <br />moist, hard, low plasticity; 70% silt, 20% fine sand, 10% clay. <br />SAND (SW) - light brownish gray (2.5Y 6/2), moist, very <br />dense; 100% fine to coarse sand. <br />CLAYEY SILT WITH SAND (ML -CL) - grayish brown (2.5Y <br />5/2); moist to saturated low plasticity; 50% silt, 30% clay, <br />20% fine sand. <br />Bottom of boring at 55 feet bgs. <br />(* = Converted to equivalent standard penetration <br />blows/foot.) <br />REMARKS <br />60 <br />JOB NUMBER: 346408.06 Page 2 of 2 <br />