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Advanced BORING LOG <br /> I _ GeoEnvironmental, Inc. BOREHOLE NO B2 <br /> 837 Shaw Road, Stockton, CA 95215 <br /> �—� 2 TOTAL DEPTH 1 <br /> ( D9)467-1006 FAX (209} 4fi7-1118 4� <br />' Project R M B Garage Drilling Co Enviroprobe <br /> Site Location 715 North Hunter Street Rig/Auger Type GeoProbe 5400/125" Probe Rods <br />' Stockton, California 95205 Logged By Brian W Millman <br /> Reviewed By Nuel Henderson <br />' Project No AGE-NC-01-0877 Date(s) Drilled 04 January 2002 <br /> Notes Ground water encountered at 38 feet b s g sz Water level during drilling Page 1 of 1 <br />' Ground water sampled m Water level in completed well <br /> Sample Blows PID Sod USCS Class and <br /> Depth ID per 6"} (ppm} Symbol Sal Description <br /> I 0 <br /> I <br /> _5 <br />' -- --- No soil sample collected <br /> B2-10 636 1 CL Dark gray,damp, 100%recovery,SILTY CLAY,medium plasticity and toughness, <br /> hydrocarbons(HC)odor <br /> I <br /> -15 <br />' 82-15 --- 754 T SM Dark gray,very moist, 100%recovery, SILTY SAND,fine sand, 15%silt,strong <br /> HC odor <br /> -2 0 <br /> B2-ZD --- <br /> 651 CL Dark gray,moist, 100%recovery,SILTY CLAY,medium plasticity, medium <br /> toughness,strong HC odor <br /> -25 <br />' B2-25 --- 340 _ _ CL Medium bluish gray,moist,50%recovery,SILTY CLAY,medium plasticity, <br /> medium toughness,strong HC odor <br /> SM Medium bluish gray to moderate brown,very moist, 50%recoverv, SILTY SAND, <br />' - fine sand,30%silt,strong HC odor <br /> 30— B2-30 78 _ <br /> ML Moderate brown to medium bluish gray,very most, 100%recovery, SILT with <br /> — SAND, 25%fine sand,strong HC odor <br /> I <br /> 35 <br /> No soil sample collected <br /> Q <br />' -40 No soil sample collected <br />