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v <br />LOF EXPLORATORY BORING <br />PROJECT NUMBER 939-02.06 BORING N0. G-2 <br />PROJECT NAME S.J. County Landfill Development Site PAGE 8 OF 8 <br />8Y BAB DATE 7/01-02/87 SURFACE ELEV. 104.90 <br />14 <br />SZ <br />7/1/8.7 <br />15 <br />15 <br />D <br />3r •::::• t,tmtnitu JHNU (continued). <br />SM SILTY SAND, compostion as at 135`; fine <br />metamorphic gravel; extremely hard. <br />@142': gravel increases (gravelly, <br />silty sand). <br />Sp SAND, minor gravel; coarse to very <br />.,.., coarse grained. <br />CL CLAY. <br />REMARKS <br />SZ denotes first encountered water. <br />BOTTOM OF BORING AT 156.5 FEET. <br />Terminated Hole. <br />POCKET <br />PENETRA- <br />� <br />LITHO - <br />TORVANE <br />PENETRO- <br />TION <br />2 <br />N <br />W <br />GRAPHIC <br />DESCRIPTION <br />METER <br />(Blows/� <br />� � w <br />J <br />= <br />a <br />I <br />a <br />(TS F) <br />(TS F) <br />Ft.) <br />� a <br />COLUMN <br />ca <br />c <br />m <br />14 <br />SZ <br />7/1/8.7 <br />15 <br />15 <br />D <br />3r •::::• t,tmtnitu JHNU (continued). <br />SM SILTY SAND, compostion as at 135`; fine <br />metamorphic gravel; extremely hard. <br />@142': gravel increases (gravelly, <br />silty sand). <br />Sp SAND, minor gravel; coarse to very <br />.,.., coarse grained. <br />CL CLAY. <br />REMARKS <br />SZ denotes first encountered water. <br />BOTTOM OF BORING AT 156.5 FEET. <br />Terminated Hole. <br />