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REMARKS <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 />C <br />LuG <br />OF <br />EXPLORATORY BORING <br />PROJECT NUMBER <br />939-02.06 <br />BORING NO. <br />G-1 <br />PROJECT NAME <br />S.J. <br />County Landfill <br />Development Site PAGE <br />2 OF 9 <br />- <br />BY BAB DATE 6/22-23/87 <br />SURFACE ELEV. <br />117.07 <br />- <br />TORVANE <br />POCKET <br />PENETRO- <br />PENETRA- <br />a J <br />a <br />LITHO - <br />N <br />DETER <br />TION <br />; <br />J GRAPHIC <br />a <br />DESCRIPTION <br />TSF <br />(TSF) <br />(®'/ <br />Ft.)20 <br />v 3 <br />w <br />H COLUIrN <br />" <br />CL <br />IML <br />CLAY (continued). <br />SANDY SILT, light yellowish brown <br />(10YR, <br />_ <br />6/4); 40% very fine- to coarse- <br />grained sand; trace very coarse- <br />grained sand; slightly clayey; <br />damp. <br />JZJ <br />25 <br />CL <br />SANDY CLAY, yellowish brown (10YR, <br />5/4); <br />.: <br />25% very fine- to coarse-grained <br />sand; slightly micaceous; very <br />damp. <br />30 <br />REMARKS <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 />C <br />