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t Advanced f3ORING LOG <br /> GeoEnvironmental, Inc. BOREHOLE NO.: VW-1 <br /> 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX: (209)467-1118 TOTAL DEPTH: 60' <br /> ' Project: Emie's General Store Drilling Co.: Mitchell Drilling Environmental <br /> Site Location: 4407 East Waterloo Road Rig/Auger Type: CME-75 w/8" Hollow Stem Auger <br /> Stockton, CA Logged By: Jo'l Chapman <br /> ' Project No.: AGE-NC-01-0839 Reviewed By: <br /> Date(s) Drilled: 12 December 2006 <br /> Notes: s Water level during drilling Page 1 of 2 <br /> m Water level in completed well <br /> ' Depth Sample Blows PID Soil USCS Class and Well Well <br /> ID (per 6") (ppm) Symbol Soil Description Completion Well <br /> G <br /> Traffic-rated well box <br /> -9 CL:Brown,SILTY CLAY;moist,moderate <br /> VW1-5 5/14/18 0 plasticity,moderate consistency,moderate toughness, <br /> ' some fine-grained,poorly graded sand,no <br /> hydrocarbon(HC)odor. <br /> ' -10 ML:Brown,CLAYEY SILT;dry to moist,low <br /> V W 1-10 7/15/25 0 plasticity,low consistency,low toughness,no HC 2"Diameter,Schedule <br /> odor. 40 PVC with 0.020" <br /> slotted screen <br /> SM:Orange brown,SILTY SAND;dry to moist, <br /> VWI-15 9/16/24 0 fine-grained,poorly graded,appx.15%silt,no HC <br /> ' odor. <br /> ' -2 0 ML:Orange-brown,SILT;moist,low plasticity,low <br /> V W 120 14/20/27 0- consistency,low toughness,no HC odor. Portland cement grout <br /> from Fro 41'bsg <br /> -25 SM:orange brown,SILTY SAND;dry to moist, <br /> V W1-25 7/17/25 0 fine-grained,poorly graded,appx.15%silt,no HC <br /> ' odor. <br /> ' - <br /> 30— SW:Brown,SAND;moist,fmo-to coarse-grained, <br /> V W 1-30 10/20/29 0 well graded,gravel up to 2"diameter,no HC odor. <br /> ' <br /> -35 CL:Gray brawn,SILTY CLAY;moist,low plasticity, <br /> V W I-35 14/19/27 3 moderate consistency,moderate toughness,HC <br /> ' staining,HC odor. <br />