Laserfiche WebLink
Advanced B&ING LOG <br /> GeoEnvironmental, Inc. BOREHOLE NO.: MW-11837 Shaw Road, Stockton, CA 95215 <br /> (209) 467-1006 FAX: (209)467-1118 TOTAL DEPTH: 110.50 feet <br /> Project: RALPH SQUARE-BUI Date(s) Drilled: 21 March 2008 <br /> Project No.: AGE-NC-07-1537 Page 6 of 6 <br /> Depth Sample Blows PID Soil USCS Class and Well Well <br /> ID (per 6") (ppm) Symbol Soil Description Completion Description <br /> MW 11-96 12-20-40 0 CH:Dark Yellow-Brown,Wet,CLAY;high plasticity <br /> and toughness,stiff consistency,no HC odor. <br /> CL:Dark Yellow-Brown,Saturated to Wet,SANDY Bentonite seal from 95'to <br /> CLAY;fine well graded sand;1/4"gravels,medium to 99' bsg. <br /> MW 11-98 19-26-50 13.1 high plasticity,medium toughness,no HC odor. <br /> SP:Dark Brown,Saturated,SAND;fine,poorly graded, <br /> HC odor. <br /> -100 MWII-100 18-28-38 0 <br /> SW:Dark Brown,Saturated,SAND;80%fine/20% <br /> medium sand,well graded,slight HC odor. <br /> MWII-103 20-38-50 10.4 <br /> ML:Dark Brown,Saturated,SANDY SILT;fine poorly <br /> graded sand,hard consistency,slight HC odor. <br /> 42/12 sand from 99'to <br /> 110'bsg. <br /> —105 SP:Dark Brown,Saturated,SAND;fine,poorly graded, <br /> no HC odor. <br /> MW11-106 14-18-30 0 <br /> Screened interval from <br /> 100'to 110'bsg. <br /> SC:Dark Brown,Wet,SAND with CLAY;fine poorly <br /> : graded sand,low plasticity and toughness,no HC odor. <br /> MWII-108 13-14-26 13.1 <br /> SC:Dark Brown,Wet,SAND with CLAY;fine poorly <br /> graded sand,low plasticity and toughness,no HC odor. <br /> —110 MWII-110 29-26-40 2.5 <br /> CL:Dark Brown,Wet,SANDY CLAY;fine poorly Cap at 110'. <br /> graded sand,high plasticity and toughness,no HC odor. <br />