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' Advanced 0 OSORING LOG <br /> a <br /> Geo Environmental, Inc. <br /> BOREHOLE NO.: VW-3 <br /> ' ;c 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX: (209)467-1118 TOTAL DEPTH: Cor <br /> 1 Project: Emie's General Store Date(s) Drilled: 13 December 2006 <br /> Project No.: AGE-NC-01-0839 Page 2 of 2 <br /> ' Depth Sample Blows PID Soil USCS Class and Well Well <br /> ID (per 6") (ppm) Symbol Soil Description Completion Description <br /> ' <br /> -40-- <br /> 4 0 CL:Light brown,SILTY CLAY;dry,low plasticity, <br /> VW3-40 18/27/42 0ZIH <br /> high consistency,high toughness,some calcification, <br /> no HC odor. Bentonite chip seal from <br /> ' 41'm 43'bsg <br /> -45— ML:Orange brown,CLAYEY SILT;slightly moist, <br /> V W3-45 12/18/28 0ow plasticity,low consistency,low toughness,no <br /> C odor. <br /> -so— ML:Orange brown,CLAYEY SILT;slightly moist, <br /> V W3-50 26/50 for 0 low plasticity,low consistency,low toughness,no <br /> 6" HC odor. <br /> ' <br /> -55— ML:Orange brown,SANDY SILT;moist,sand is <br /> V W3-55 14/21/29 0 fine-grained and poorly graded,no HC odor. <br /> ' CL:Light brown,SILTYCLAY;slightly moist,low <br /> -60 plasticity,moderate consistency,moderate toughness, Cap at 60'bsg <br /> V W3-60 27/50 for 0 no HC odor. <br /> 6" <br /> 1 <br /> 1 <br /> 1 <br />