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11 <br />11 <br />. , to] oa. <br />PROJECT NUMBER 939-02.06 BORING NO. G-3 <br />PROJECT NAME San Joaquin County Landfill Development Site PAGE 2 OF 11 <br />BY BAB DATE 6/15-19/87 SURFACE ELEV. 110.30 <br />0 <br />' IM111 W, 1111164WIVRr • <br />SM SILTY SAND, yellowish brown (10YR, 5/4); <br />30-35% fines; very fine to fine <br />grained; quartzose and micaceous with <br />10% other mafic grains; subangular to <br />subrounded grain shape; damp. <br />OTITI <br />' IIIIIIII IIII; <br />ML- SANDY SILT and CLAY, Interbedded (1:1); <br />CL Silt: brown (7.5YR, 5/4) to strong <br />brown (7.5YR, 4/6); 45+% very fine - <br />to fine-grained sand; slight iron <br />cementation. <br />Clay: grayish brown (10YR, 5/2); <br />soft. <br />H1 <br />CLAY, light brownish gray (10YR, 6/2); <br />10-15% fine- to coarse-grained sand; <br />minor harder, strong brown (7.5YR, <br />4/6) sandy silt interbeds; very <br />stiff and dense. <br />PLATE A-35 <br />POCKET <br />PENETRA— <br />LITHO— <br />TORVANE <br />PENETRO— <br />TION i <br />= <br />H <br />GRAPHIC <br />DESCRIPTION <br />METER <br />> <br />(®Ft <br />a. <br />COLUMN <br />(TSF) <br />(TSF) <br />)a/ v J <br />® <br />N <br />0 <br />' IM111 W, 1111164WIVRr • <br />SM SILTY SAND, yellowish brown (10YR, 5/4); <br />30-35% fines; very fine to fine <br />grained; quartzose and micaceous with <br />10% other mafic grains; subangular to <br />subrounded grain shape; damp. <br />OTITI <br />' IIIIIIII IIII; <br />ML- SANDY SILT and CLAY, Interbedded (1:1); <br />CL Silt: brown (7.5YR, 5/4) to strong <br />brown (7.5YR, 4/6); 45+% very fine - <br />to fine-grained sand; slight iron <br />cementation. <br />Clay: grayish brown (10YR, 5/2); <br />soft. <br />H1 <br />CLAY, light brownish gray (10YR, 6/2); <br />10-15% fine- to coarse-grained sand; <br />minor harder, strong brown (7.5YR, <br />4/6) sandy silt interbeds; very <br />stiff and dense. <br />PLATE A-35 <br />