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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />LOG OF EXPLORATORY BORING <br />PROJECT NUMBER 939-03.14 BORING NO. MW -3 <br />PROJECT NAME San Joaquin County - Corral Hollow Landfill PAGE 5 OF 9 <br />BY S. Lofholm DATE 5/5/88 SURFACE ELEV. 297.03' <br />POCKET I PENETRA- C3 M U) X4 LITHO - <br />RECOVERY PENETRO- TION W -j <br />METER <br />:) W �- jL -j GRAPHIC <br />ME' 01 <br />a:> Uiz r - <br />B (Blows/ M3W COLUMN <br />(3 _j 0, a <br />(FT/FT) (T! Ft.) (0 <br />EIVICON <br />ASSnCIATFS <br />GP <br />165 <br />170 1 <br />175 <br />I <br />185 <br />I <br />I <br />DESCRIPTION <br />CLAYEY SANDY GRAVEL (continued). <br />GRAVELLY CLAYEY SAND, dark brown <br />(10YR, 4/3); 15-20% fines; moderate <br />plasticity; 10% fine, 35% medium, 10% coarse <br />sand; 15-25% fine to coarse gravel; <br />