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7-Address: <br /> Strong Property Project No.: AGE-NC-98-0440 <br /> J BORING NO.: <br /> 5157 West Business Loop 205' Total Depth: 30 ft. <br /> Tracy, California <br /> Date: 08 July 1998 <br /> Drilling Co.: Soils Exploration Services Logged by: ' T. Cuellar Page 1 of 1 <br /> ' Drill Rig Type: B-60 M.D.R/8-inch H.S. augers Reviewed d by: N. Henderson <br /> 717 7 71 <br /> Pea-gravel backfill material to approximately 15 feet bsg. <br />' 10— <br /> Pale gray and green,.very moist, stiff,silty CLAY. No visible <br />' — B3-15 31 3-6-8 CL sand. Slight HC odor. <br /> Pale brown, very moist, f=to stiff, silty CLAY.No visible sand. <br /> 20 B3-20 0 3-5-6 CL No HC odor. <br /> I <br /> Mottled pale brown and red-brown, damp,very stiff, silty CLAY. <br /> B3-25 0 7-12-1 S CL No HC odor.No visible sand. <br /> Pale brown,very moist, very stiff to hard, silty CLAY. <br /> 30— B3-30 0 6-11-15 CL No HC odor. No visible sand. <br /> _ Nme <br /> Boring B3 terminated at a total depth of 30 feet below surface <br /> grade(bsg). Ground water encountered at approximately I2 feet <br />' bsg. Boring backfilled to surface grade utilizing portland cement. <br /> I <br /> 40— <br /> Advanced <br /> I <br /> � 1:41 PM' GeoEnvironmental, Inc. <br /> L'YAMIPR05BORING-i1STRON 1Q44983.3gM 09115/98 <br />