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Gettler - Ryan Inc . Log of Boring BH - 1 <br /> PROJECT: Chevron Service Station No. 9-3232 LOCATION: 8660 Lower Sacramento Blvd., Stockton, CA <br /> PROJECT NO. : 346463. 04 CASING ELEVATION: <br /> DATE STARTED: 04/26/99 WL (ft. bgs): DATE: TIME: <br /> DATE FINISHED: 04/26/99 WL (ft. bgs): DATE: TIME: <br /> DRILLING METHOD: L5" Geoprobe TOTAL DEPTH : 46 Feet <br /> DRILLING COMPANY: Fisch Drilling GEOLOGIST: Rick Fears <br /> w <br /> M <br /> o m <br /> a w w a GEOLOGIC DESCRIPTION REMARKS <br /> 2 a m 2 U <br /> wo m o f i s 0 <br /> o � m m y <br /> SM <br /> 5 0 BH- 1-5 SILTY SAND (SM) - reddish brown (5YR 5/3), damp, <br /> medium dense, 60% very fine sand, 30% silt, 10% <br /> clay. <br /> 10 21779 BH-1-10 <br /> 15 21770 BH-1-15 Becomes 75% very fine to coarse sand, 20% silt, 5% <br /> clay. . <br /> ML <br /> 20SILT WITH SAND (ML) - brown (7.5YR 5/4 ), damp, <br /> 860 BH-1-21 stiff, low plasticity, 75% sill, 15% sand 10% clay. <br /> 25 720 BH-1-25 Becomes medium stiff, low to medium plasicity. <br /> 3O BH-1-30 <br /> 135J 1,240 BH-1-35 <br /> JOB NUMBER: 346463. 04 Page I of 2 <br />