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L 'G' Uf U <br /> F EXPLORATORY BORING <br /> PROJECT NUMBER 939-02.06 BORING NO. G-1 <br /> PROJECT NAME S.J. County Landfill Development Site PAGE 2 OF 9 <br /> BY BAB DATE 6/22-23/87 SURFACE ELEV. 117.07 <br /> f-' <br /> POCKET PENETRA- LITHO- <br /> In <br /> TORVANE PENETRO- TION 02 . -A, _ Uj GRAPHIC <br /> METER DESCRIPTION <br /> w = a <br /> (TSF) (TSF) (BFt)$1 0 � c N COLUMN <br /> 20 CL CLAY (continued) . <br /> ML SANDY SILT, light yellowish brown (10YR, <br /> 6/4) ; 40% very fine- to coarse- <br /> grained sand; trace very coarse- <br /> grained sand; slightly clayey; damp. <br /> 25 <br /> CL SANDY CLAY, yellowish brown (10YR, 5/4); <br /> 25% very fine- to coarse-grained <br /> sand; slightly micaceous; very damp. <br /> 30 <br /> 35 @35' : strong brown (7.5YR, 4/6) ; 30% <br /> fine- to predominantly medium- <br /> grained, trace coarse-grained sand; <br /> damp. <br /> SC CLAYEY SAND, strong brown (7.5YR, 5/6) ; <br /> 25% fines; fine to predominantly <br /> medium and coarse; predominantly <br /> quartz and micas; very damp. <br /> 40 <br /> REMARKS <br /> 01 ATC 11 I L <br />