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a _ - <br /> Advanced BORING LOG <br /> GeoEnvironmental, Inc. BOREHOLE NO.: MW-10 <br /> 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX: (209)467-1118 TOTAL DEPTH: S5' <br /> Project: Stockton Warehousing and Ind.Center,LLC Date(s) Drilled: 10 March 2008 <br /> Project No.: AGE-NC-95-0104 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 /> -45 <br /> ML:Brown SANDY SILT:low plasticity and <br /> —50 MW10-50 14-20-27 7.1 toaghnces,approximately 30-40%fine grain,poorly <br /> graded sand, damp,no hydrocarbon(HC)odor. <br /> ML:Brown SANDY SILT:low plasticity and <br /> —55 MW 10-55 14-19-30 2.3 Jim toughness,approximately 30-40%fine grain,poorly <br /> graded sand,damp,no HC odor. <br /> ML:Brown SANDY SILT:low plasticity and <br /> —60 MW10-60 30-50-6 4.2 toughness,approximately 30-401/6 fine grain,poorly Bentonite seal from 6tY to <br /> graded sand,damp,no HC odor. 63' bsg. <br /> SM:Brown SILTY SAND:approximately 30°%silt,fine <br /> b 5 MW10 65 21-30-56 6.2 and medium grain,moderately graded sand,moist to <br /> saturated,no HC odor. bsand from 63'to 85' <br /> sg. <br /> ML:Brown SANDY SILT:low plasticity and <br /> —7 MW 10-7D 0 toughness,approximately 15%fine grain,poorly graded <br /> Screened interval from <br /> sand,saturated,no HC odor. 65'to 85'bsg. <br /> ML:Brown SANDY SILT:low plasticity and <br /> —75 MW 10-75 17-15-56 2.6 toughness,approximately 15%fine grain,poorly graded <br /> sand,saturated,no HC odor. <br /> LL�:Brown CLAY with sand and silt:moderate to low <br /> —80 MW10-80 17-23-42 1.5 ty,approximately 15%medium grain sand, Cap at 85'. <br /> mately 30%silt,moist to saturated,no HC odor. <br /> CL:Brown CLAY with sand and silt:moderate to low <br /> —85 MW I0-85 12-23-50 1.0 plasticity,approximately 15%medium grain sand, <br /> approximately 30%silt moist to saturated,no HC odor. <br />