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PROJECT <br />NUMBER 939-02.06 <br />BORING NO. <br />G-1 <br />PROJECT <br />NAME S.J. County Landfill Development Site <br />PAGE <br />2 OF 9 <br />BY BAB <br />DATE 6/22-23/87 <br />SURFACE ELEV. <br />117.07 <br />C]E <br />continued 7 <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 />CL NSANDY CLAY, yellowish brown (10YR, 5/4); <br />25% very fine- to coarse-grained <br />sand; slightly micaceous; very damp. <br />@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 />PLATE N-16 <br />POCKET <br />PENETRA- <br />LITHO - <br />TORVANE <br />PENETRO- <br />TION Z J <br />Z <br />N <br />, GRAPHIC <br />DESCRIPTION <br />METER <br />w <br />(Blows/ a 3 J <br />a <br />w <br />a <br />COLUMN <br />(TSF) <br />(TSP) <br />Ft.) cs <br />a <br />c <br />C]E <br />continued 7 <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 />CL NSANDY CLAY, yellowish brown (10YR, 5/4); <br />25% very fine- to coarse-grained <br />sand; slightly micaceous; very damp. <br />@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 />PLATE N-16 <br />