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Lu"G OF EXPLORATORY <br /> PROJECT NUMBER 939-02.06 BORING NO. G-2 <br /> PROJECT NAME S.J. County Landfill Development Site PAGE 1 OF 8 <br /> BY BAB DATE 7/01-02/87 SURFACE ELEV. 104.90 <br /> POCKET PENETRA- W LITHO- <br /> TORVANE PENETRO- TION zJ <br /> METER a GRAPHIC DESCRIPTION <br /> W W = <br /> Blows O t w a < COLUMN <br /> I' (TSF) (TSF) <br /> (slows/ <br /> Ft.) 3 o m <br /> CL SANDY CLAY, strong brown (7.5YR, 4/6) ; <br /> 20-30% fine- to medium-grained sand; <br /> damp. <br /> 5 <br /> 10CLAY, yellowish brown (10YR, 5/8) ; 5-10% <br /> sand; slightly micaceous; moist. <br /> 15 SANDY CLAY, yellowish brown (10YR, 5/8) ; <br /> 20% fine- to medium-grained sand; <br /> micaceous; moist. , <br /> CLAYEY SAND, strong brown (7.5YR, 7/6) ; <br /> SC 30% fines; predominantly fine grained <br /> to medium grained; quartzose; mica- <br /> 20 ceous; very moist. <br /> REMARKS <br /> Drilled with mud rotary-drilling equipment to a total depth of 156.5 feet. <br /> Boring was converted to a 4-1/2-inch-diameter ground-water monitoring well <br /> (see Plate ) . <br /> ®denotes bag sample. <br /> PI ®TF A-95 <br />