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AAdvanced <br /> , ORING LOG <br /> GeoEnvironmental, Inc. BOREHOLE NO . : MW-G <br /> 837 Shaw Road, Stockton, CA 95215 <br /> (209) 467-1006 FAX: (209) 467-1118 TOTAL DEPTH : 40 ' <br /> l Project: Quick N Save #1 Drilling Co . : All Well Abandonement <br /> -J Site Location : 1901 South EI Dorado Rig/Auger Type: CME-75 <br /> Stockton , CA Logged By: A. Luis Gardea <br /> 1 Reviewed By: William R. Little <br /> Project No. : AGE-NC-99-0654 <br /> Date(s) Drilled : 08 June 2010 <br /> Notes: Single completed 2" diameter groundwater s Water Level Before Drilling Page 1 of 1 <br /> monitoring well . i Water Level After Drilling <br /> IL � Depth Sample Blows PID Soil USCS Class and Well Well <br /> ID (per 6") (ppm) Symbol Soil Description Completion Description <br /> 0 Well cover cristy box <br /> Watertight cap <br /> Cement grout seal from - <br /> — 5 MW 6-5 9/9/14 0 an ML: Tan Brawn, dry, SANDY SILT; stiff, no 16' to -0.5' bsg <br /> hydrocarbon (HQ odor. <br /> -� — 10 MW6-10 12/17/20 0 TM ML: Tan Brown, dry, SANDY SILT; stiff, no HC odor. <br /> 2" Casing diameter <br /> 8" Boring diameter <br /> — 15 MW6-I5 16/20/21 0 ML: Tan Brown, damp, SILT; stiff, no HC odor. <br /> Bentonite seal from 48' <br /> to -16' bsg <br /> ML: Tan Brown, damp, SILT; very stiff, no HC odor. <br /> — 20 MW6-20 21/24/29 0 92/12 sand from 40' to <br /> SW: Tan Brown, saturated, SAND; medium dense, no <br /> 18' bsg <br /> HC odor. <br /> it 2 §Z MW6-25 1821/24 0 _ .020 slot size <br /> - 30 MW6-30 1511620 0 an <br /> . . ,. SW: TBrawn,w saturated SAND' medium dense no <br /> - <br /> FIC odor, <br /> ML: Blue Grey, saturated, SANDY SILT; very stiff, no <br /> HC odor. <br /> — 35 MW6-35 1923/26 0 TM <br /> —4 0 MW6-40 16/1921 0 ML: Blue Grey, damp, SANDY SILT; stiff, no HC odor. Cap at 40' bsg <br /> f7 <br /> ri <br /> ii <br /> f�:d <br />