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Project West Clay Properties Project No AGE-NC-96-0235 BORING NO <br /> Site Address 639 West Clay Street Total Depth 80 Feet B12 <br /> Stockton, California Date 08 October 1999 <br />' Drilling Co Mitchell Drilling Environmental Logged by TPM Page 2 of 2 <br /> Rig/Auger Type CME75HT - 6 3/4 H S Reviewed by Henderson <br /> O� eo`�� t�1 5G' 1.o�O Ltthologtc Description <br /> B12-45 6 10/18/21 CL / Dark green-gray, saturated, very stiff, CLAY with silt, <br />' faint HC odor <br />! 50— 812-50 0 16/19/29 CL Dark green-gray, saturated, very stiff, silty CLAY, fault HC odor <br /> Sl'-SM I i Gray, saturated,dense, SAND with silt,moderate HC odor <br /> B12-55 0 18/23/30 SM/CL j Dark green-gray, saturated,hard/very dense, interbedded silty <br /> fine SAND and silty CLAY, faint HC odor <br /> 1*60 B12-60 0 19/21/29 CL Dark green-gray, saturated,hard, silty CLAY, gray mottling, <br /> faint HC odor <br />' B 12-65 0 16/23/30 SF-SM i Gray, saturated, dense, fine SAND with silt, no HC odor <br /> 70-- <br />' – Boring terminated at 80 feet bsg <br /> Ground water encountered at 22 feet bsg <br /> Boring backfilled to grade with portland cement <br />' 80-- B12-80 0 13/20/26 SM Gray, saturated,dense, silty SAND with gravel, no HC odor <br /> Advanced <br /> GeoEnvironmental, Inc. <br />' L V1MIPfl05BCRING-11W(rSTCL-51WCLAY8i2 SAM <br />