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Lub'G OF EXPLORATORY BORING <br />PROJECT NUMBER 939-02.06 BORING NO. G-1 <br />PROJECT NAME S.J. County Landfill Development Site PAGE 4 OF 9 <br />BY BAB DATE 6/22-23/87 SURFACE ELEV. 117.07 <br />Y (continued). <br />CLAY, brown (10YR, 4/3); 5% fine- to <br />coarse-grained sand; moderate plasti- <br />city; very damp. <br />P <br />ML RSAN11 SILT, yellowish brown (10YR, 5/4); <br />70 A 30% very fine- to predominantly <br />medium -grained sand; damp. <br />INL]:4=1111111; Sand increases slightly. <br />CLAYEY SILT, yellowish brown (10YR, <br />5/4); 10% fine- to coarse-grained <br />sand; moderately clayey; damp. <br />REMARKS <br />POCKET <br />PENETRA— <br />LITNO— <br />TORVANE <br />PENETRO— <br />TIONz <br />�a <br />= <br />{If <br />GRAPHIC <br />DESCRIPTION <br />METER <br />(®IOwt/ <br />COLUMN <br />(TSF) <br />(TSF) <br />Ft.) <br />0 <br />of <br />G <br />Y (continued). <br />CLAY, brown (10YR, 4/3); 5% fine- to <br />coarse-grained sand; moderate plasti- <br />city; very damp. <br />P <br />ML RSAN11 SILT, yellowish brown (10YR, 5/4); <br />70 A 30% very fine- to predominantly <br />medium -grained sand; damp. <br />INL]:4=1111111; Sand increases slightly. <br />CLAYEY SILT, yellowish brown (10YR, <br />5/4); 10% fine- to coarse-grained <br />sand; moderately clayey; damp. <br />REMARKS <br />