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Gettler-Ryan. inc. <br />PROJECT: Former Chevron Station No. 8-5775 <br />W <br />* r 0 <br />� z a <br />C6 W V <br />�^, d E 0. d <br />32 <br />44 <br />0 1>1001 SB2-30 <br />0 1>1001 S82-35.5 <br />0 1>100JS62-40.5 <br />Log of Boring SB -2 <br />LOCATION: 301 W. Kettleman Lane, Loari CQ <br />GEOLOGIC DESCRIPTION <br />ML SANDY SILT (ML) - yellowish brown (10YR 5/8), damp, low <br />plasticity; 85% silt, 30% fine sand, 5% clay. <br />SW SAND (SW) - brown (1OYR 313); damp, very dense; 95% fine <br />to coarse sand, 5% silt. <br />SANDY SILT IML) -brown (10YR 5/3), damp, hard, low <br />plasticity; 80% silt, 35% fine sand, 5% clay. <br />SM/ML SILTY SAND (SM/ML) - brown (1OYR 513), damp, very <br />dense; 50% fine sand, 50% silt. <br />E <br />r 07 <br />E <br />CL -ML SILTY CLAY WITH SAND (CL -ML) - light o1b <br />514}; damp, hard, low plasticity; 40% clay, 40% silt 20% fine <br />sand. <br />131 34 S82-46 ; <br />( ML/SM SANDY SILT (MI./SM) - yellowish brown (1OYR 514). moist, <br />hard, low plasticity; 55% silt, 45% fine sand. <br />8 { 33 1 S132-51 <br />SANDY CLAY (CL/SC) -yellowish brown (1(iYR 5I4), moist, <br />hard; 40% clay, 30% fine to medium sand, 30% silt; with <br />clayey sand lenses. <br />7 1 38 1 SB2-54.5 <br />Bottom of boring at 55 feet bgs. <br />(* - Converted to equivalent standard penetration <br />blows/foot.) <br />JOB NUMBER: 345408.08 <br />REMARKS <br />Page 2of2 <br />