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Project Former Canteen Corp Facility Project No AGE-NC-99-0557 BORING NO <br /> Site Address 1500 Shaw Road Total Depth. 1215 Feet SB-13D <br /> Stockton, California Date 5/24/1999 <br /> fnlling Co Cal Nev Logged by G Dickenson Page 2 of 3 <br /> Drill Rig Type CME75/7-1/4" Hollow Stern Auger Reviewed by N Henderson <br /> ow b�� /`1 <br /> o � 5 01�-11 � Lithologic Description <br /> – SB-13D- <1,465 5/10/14 ML I SANDY SILT,brown, moist,medium stiff, poorly graded sand, <br /> 465, I fine sand,moderate to strong HC odor <br /> 50— ML I Decrease in sand content, increase in clay content to SILT with <br /> S13-13D- <1,465 7112123 I sand and clay,low plasticity, biocky structure,trace pores up to <br /> – 51 25' 0 1 mm diameter, HC odor <br /> ML ' Same as above <br /> – SB-13D- 7000 518/14 Note Sampler was wet,however the soil sample appeared moist <br /> 56 25' <br /> 60— SB-13D- <1,372 13/50 ML i Slight increase in fine sand content Same as above <br /> – 61 0' 3 I <br /> Note Measure static water level at 43 4 feet bsg <br /> – SB-13D- 7000 7113114 SM SILTY SAND,brown with olive grey, moist to wet, dense,poorly <br /> 66 5' graded, fine sand, trace light brown seams, HC odor <br /> 70— <br /> SB-131)- 2200 - SM Color change to olive grey, increase in moisture content to wet <br /> 71 5' <br /> SILTY SAND/SAND with silt, olive grey, wet, medium dense, <br /> – SB-13D- 800 71719 SW/SM well graded, fine to coarse sand, some fine gravel <br /> 76 5' ML ( j SANDY AND CLAYEY SILT,bi own to light brown,wet, <br /> medium stiff,poorly graded sand, fine sand <br /> 80— <br /> SB-13D- 13 15/23/28 SC/SM SILTY AND CLAYEY SAND, bi own, moist to wet, dense,poorly <br /> 81 5' graded, fine sand At 80 5', decrease in moisture content to moist <br /> Advanced �) <br /> Ge®Envlr®nmental, Inc. <br /> T"(PRO4BORMG-1 ZANTBE-11SB 130 SAM 08112199 Q 11 00 AM <br />