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MW-13 B' <br /> MW_9 MW-2 MW-1 <br /> j <br /> k <br /> 0— SAND 30' <br /> TPH—ND c <br /> 5— SILT CLAY CLAY I T14 B—ND <br /> T-ND <br /> 10- E-ND <br /> SAND X—ND <br /> 15— Pb-16 <br /> SILT 35' <br /> 20— CLAY TPH—ND <br /> 25— B—ND <br /> SILT T—ND <br /> 30— E—ND <br /> X-0 12 <br /> 35— Pb-22 LEGA <br /> 40— 35' TPH TOTAL PETROLEUM HYDROCARBONS <br /> 45— Z 1 CLAY = CLAY 1 i B ND D GASOLINE IN Mg/Kg <br /> T-ND 8 BENZENE IN Ug/Kg <br /> 50- SILT E-ND <br /> T TOLUENE IN Ug/Kg <br /> 55- 35' X-ND E ETHYLBENZENE IN Ug/Kg <br /> 30' TPH-ND 45 X XYLENES IN Ug/Kg <br /> 60- 45' TPH-130 9-ND TPH-ND <br /> TPH-ND B-ND T-ND B-ND Pb LEAD 1N Ug/Kg <br /> 65- T-ND E-ND T-ND B-ND _ _ ND NOT DETECTED AT OR <br /> T-ND X-ND PbNNp SAND E-ND ABOVE REPORTING LIMIT <br /> 70_ <br /> E-ND X-ND X-ND <br /> _ X-ND <br /> 75 35' TPH-ND TPH-ND ML INORGANIC SILTS AND VERY FINE SANDS <br /> TPN-29 55' PH- CL INORGANIC CLAYS OF LOW TO MEDIUM <br /> 84 55' 50' PLASTICITY LEAN CLAYS <br /> B-ND _ TP --1 0 T-ND <br /> TPH-ND 5C CLAYEY SANDS <br /> 85- B-ND T-ND 8-ND E-ND <br /> T—ND E—ND T—ND CLAY X_Np Z GROUNDWATER LEVEL JULY 15, 1997 <br /> 90— E—ND X—ND E—NO <br /> XND Pb-29 60' X—ND <br /> X— <br /> ND TPH—ND Pb—ND <br /> 65' <br /> 95' TPH—ND <br /> TPH—ND 70 <br /> B—ND TPH—NOBD' NOTES <br /> T—ND 75' 1 THIS PROFILE WAS DEVELOPED BY INTERPOLATION <br /> E—ND TPH—ND TPH—ND <br /> X—ND 8—ND BETWEEN WIDELY SPACED BOREHOLES ONLY AT THE <br /> Pb—ND T—ND BOREHOLE LOCATIONS SHOULD IT BE CONSIDERED AS <br /> E-ND AN APPROXIMATELY ACCURATE REPRESENTATION AND <br /> B5' X-ND THEN ONLY TO THE DEGREE IMPLIED BY THE NOTES <br /> DHORIZONTAL SCALE IN FEET TPH-ND Pb-ND ON THE BOREHOLE LOG <br /> 90' 2 DEPTHS SHOWN ARE FROM BOREHOLE LOGS <br /> 50 100 TPH-ND <br /> 0 20 30 <br /> VERTICAL SCALE IN FEET <br /> pyyN pE5 PROJECT NO 125997 <br /> 5 METMM THE EARTHGRAINS CO <br /> GENERALIZED GEOLOGIC CHKD APPD STOCKTON, CA <br /> J I <br /> CROSS-SECTION 'B-B' <br /> PHILIP SERVICES DATE Rei FIGURE 9 <br /> 9/2a/97 A <br /> 0 <br /> —CORP— <br /> ' <br /> U <br />