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Advanced BORING <br /> LOG <br /> I <br /> GeoEnvironmental, Inc. E NO M W3 BOREHOLE <br /> +7 837 Shaw Road, Stockton, CA 95215 <br /> J <br /> (209)467-1006 FAX (209)467-1118 TOTAL DEPTH 55' <br /> Project Quick Save#1 Drilling Co Mitchel 1 nvironrnental <br /> Site Location 1901 South El Dorado Rig/Auger Type CME-75 <br /> Stockton, CA Logged By Donna Sexton <br /> Reviewed By William R Little <br />' Project No AGE-NC-99-0654 <br /> Date(s) Drilled 16 March 2004 <br /> Notes Groundwater encountered at 35 feet below surface grade a Water level dunng drilling page 1 of 2 <br /> Ground water sampled for TPH-g, fuel oxys,and BTEX z Water level in completed well <br /> Depth Sample Blows PD Soil USCS Class and Well Well <br />' ID (per 6") (ppm) Symbol Soil Description Completion Description <br /> Water tight cap <br /> 1 <br /> 5 MW3-5 NS NS <br /> - no hand sample <br />' <br /> 1-110— MW3-10 11/17/27 0 ML Orange Brown,dry,SILT,low consistency,low 2"Casing diameter <br /> plasticity,low toughness,no hydrocarbon(HC)odor <br /> 1 <br /> MW3-15 17/23/30 0 ML Orange Brown,dry,SILT,low consistency,low Cement grout sea]from <br />' plasticity,low toughness,HC odor 0'to 32'bsg <br /> -20 MW3-20 8/124/8 0 ML Orange Brown,moist,CLAYEY SILT, low 8"Bonng diameter <br />' toughness,low plasticity,low consistency,no HC <br /> odor <br /> -2 5 MW3-25 11/19/24 2 <br /> O 0 SW Blue Grey,moist,SAND,medium grained,well <br /> sorted,HC odor <br />' <br /> -30— MW3-30 10/15/19 14 <br /> CL Orange Brown,HC stained,dry,CLAY,high I <br /> toughness,moderate plasticity,high consistency,HC <br /> odor <br /> Bentonite seal from 32' <br /> to 34'bsg <br /> J <br />