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�1 SAMPLE <br />V. <br />q- <br />DESCRIPTION_ <br />a Asphalt: 2 inches <br />z W Base Rock: 4 inches <br />< m CH 0.5 - 2.5 feet: SILTY CLAY, dark brown, medium <br />a stiff, hi h lasticit moist <br />CL 2.5 - 13.0 feet: SILTY CLAY, light gray-brown, <br />hard, low plasticity, damp <br />PSD . KDC- d <br />1312rD <br />.y <br />Cn <br />mm n <br />a -s <br />> f PSD KDC- d <br />w 1313 <br />U 4 O <br />G <br />ML 13.0 18.0 feet: SANDY SILT, light gray-brown, <br />stiff, slight plasticity, moist <br />I PSD KDC- $ <br />Z} 1314 v <br />0 <br />o <br />j ML 18.0 - 28.0 feet: CLAYEY SILT, gray-brown, <br />stiff, low plasticity, moist, with minor fine <br />2 PSD KDC- sand <br />` 1315 <br />o_ <br />2&--m PSD KOC- <br />1315 <br />CL 28.0 - 30.0 feet: SILTY CLAY, light gray-brown, <br />stiff, low to medium plasticity, moist, with <br />3 minor caliche <br />PREPARED FOR <br />LOGOF BORING NUMBER MW-7 KAYO OIL <br />WASHINGTON & SINCLAIR <br />PROJECT-NUM13ER-_ME0004.._ STOCKTON <br />PLATE 12A <br />1984 IT CORPORATION ... Creating a Saior Tomorrow <br />o ALL COPYRIGHT$ RESERVED <br />'-.r <br />'00 Not orate TNs Deawing _ - <br />