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LU`03 OF EXPLORATORY BORING <br />PROJECT NUMBER 939-02,06 BORING NO. G-1 <br />PROJECT NAME S.J. County Landfill Development Site PAGE 3 OF B <br />U <br />N BY BAB DATE 6/22-6/23/87 SURFACE ELEV. 117.07 <br />REMARKS <br />continued). <br />CL rA SILTY CLAY, pale rad /2.5YR" 6/2l; 15- <br />20% medium- to coarse-grained sand; <br />-[�� very damp. <br />ML SANDY SILT, brown lOYR, 5/3\; 30-40% <br />fine- to predominantly medium - <br />50 5O��� sand; <br />grained; trace coarse-grained U!||||N " <br />- U U|||||N da0p, <br />3P <br />SAND, grayish brown (2,5Y, 5/2); minor <br />sandy silt intarb/ds; medium to <br />predominantly vary coarse. grained; <br />90(+)% lithic grains; sUb[oVndad to <br />' <br />6 rounded shape; damp <br />�� ' ^ <br />' <br />. <br />CL W SILTY CLAY, dark yellowish brown (10YR, <br />�� <br />4/4); very silty; 10% coarse sand; <br />6 <br />pnoxsr <br />rcwsroA- <br />U. <br />ur*o- <br />nonvxwspcxcmo- <br />now <br />onApx/o <br />DESCRIPTIONwcrse <br />� � <br />| <br />(TSF) <br />(TSF)| <br />�o <br />(slows/ <br />= <br />�|�k <br />W <br />oouuww <br />K <br />� <br />� mJ � <br />w � <br />REMARKS <br />continued). <br />CL rA SILTY CLAY, pale rad /2.5YR" 6/2l; 15- <br />20% medium- to coarse-grained sand; <br />-[�� very damp. <br />ML SANDY SILT, brown lOYR, 5/3\; 30-40% <br />fine- to predominantly medium - <br />50 5O��� sand; <br />grained; trace coarse-grained U!||||N " <br />- U U|||||N da0p, <br />3P <br />SAND, grayish brown (2,5Y, 5/2); minor <br />sandy silt intarb/ds; medium to <br />predominantly vary coarse. grained; <br />90(+)% lithic grains; sUb[oVndad to <br />' <br />6 rounded shape; damp <br />�� ' ^ <br />' <br />. <br />CL W SILTY CLAY, dark yellowish brown (10YR, <br />�� <br />4/4); very silty; 10% coarse sand; <br />6 <br />