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Advanced BORING LOG <br /> GeoEnvironmental Inc. <br /> J <br /> � BOREHOLE NO.: B2 <br /> 837 Shaw Road, Stockton, CA 95215 . <br /> f " (209)467-1006 FAX: (209) 467-1118 TOTAL DEPTH: $$ FEET <br /> t.. Project: Low.Price Auto Glass-former Texaco Drilling Co.: Mitchell Drilling Environmental <br /> Site Location: 3978 South Highway 99 Frontage Road Rig/Auger Type: CME 75/8.25"HSA <br /> Stockton Logged By; Arthur.Deicke <br /> California Reviewed By: <br /> Project No.: AGE-NC-02-0913 <br /> Dates) Drilled; 28 November 2005 <br /> Notes: Groundwater at 83 feet bsg a Water level during drilling Page 1 of 2 <br /> w 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 Description <br /> L <br /> C 0 <br /> 4. <br /> No sample <br /> – <br /> 5- <br /> 0 CL:Tan-brown,SILTY CLAY,dry,moderate plasticity, <br /> moderate consistency,medium toughness,no <br /> hydrocarbon(HC)odor. <br /> -10 <br /> 132-10 25/31/40 0 <br /> CL:Tan-brown,SILTY CLAY,dry,moderate plasticity, <br /> –15moderate consistency;medium toughness,no HC odor. <br /> r132-15 19/21/23 0 <br /> 4.i <br /> CL:Tan-brown,SILTY CLAY,dry,moderate plasticity, <br /> – <br /> 20 moderate consistency,medium toughness,no HC odor. <br /> 132-20 . 19/24127 0 <br /> CL:Tan-brown,SILTY CLAY,dry,low toughness, <br /> –25 moderate plasticity,stiff consistency,no HC odor. <br /> 132-25 12/17/20 0 <br /> r ; <br /> 4i <br /> ML:Dark tan-brown,SANDY SILT,dry,low plasticity, <br /> ?=> low toughness,low consistency,10-25%poorly graded <br /> r –30 B2-30 24/21/29 0 sand,no HC odor. <br /> CL:Orange-brown,SILTY CLAY,dry,medium <br /> -35 strength,very plastic,no HC odor. <br /> 132-35 29/32/40 0 <br /> CL:Orange-brown,SILTY CLAY,dry,medium <br /> –4 0 strength,very plastic,no HC odor. <br /> CB2-40 20/20/29 0 j <br /> Fr.i <br />