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L003 OF EXPLORATORY BORING <br />PROJECT NUMBER 939-02.06 BORING NO. G-2 <br />PROJECT NAME S.J. County Landfill Development Site PAGE 2 OF 8 <br />BY BAB DATE 7/01-02/87 SURFACE ELEV. 104.90 <br />13 <br />`v <br />Fines increase. <br />CL SANDY CLAY, yellowish brown (10YR, 5/4 <br />25 to 10YR, 5/8); 25% sand; predominant- <br />ly fine-grained; trace coarse <br />grained; quartzose; minor interbeds <br />light brownish gray (2.5Y, 6/2) clay; <br />moist. <br />4 <br />Varies to sandy, clayey silt. <br />i tocoarse- <br />grained <br />r <br />0FAMP <br />, SANDY CLAY to CLAYEY SAND, yellowish <br />predominantly medium -grained sand. <br />. <br />POCKET <br />PENETRA- <br />LITHO- <br />TORVANE <br />PENETRO- <br />TION <br />z <br />= <br />J <br />GRAPHIC <br />METER <br />v+ <br />s <br />a <br />DESCRIPTION <br />(TSF) <br />(TSF) <br />(Blow®/ <br />Ft.) <br />J <br />v <br />W <br />COLUMN <br />G <br />13 <br />`v <br />Fines increase. <br />CL SANDY CLAY, yellowish brown (10YR, 5/4 <br />25 to 10YR, 5/8); 25% sand; predominant- <br />ly fine-grained; trace coarse <br />grained; quartzose; minor interbeds <br />light brownish gray (2.5Y, 6/2) clay; <br />moist. <br />4 <br />Varies to sandy, clayey silt. <br />i tocoarse- <br />grained <br />r <br />0FAMP <br />, SANDY CLAY to CLAYEY SAND, yellowish <br />predominantly medium -grained sand. <br />. <br />