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i <br /> j <br /> I <br /> I <br /> (1985) B-3 <br /> - HYDRAULIC <br /> SP <br /> CONDUCTIVITY <br /> ML/CL MW-1 (Cm/s) <br /> P <br /> SI <br /> CL If <br /> ML/CLML <br /> DATUM 250' SP <br /> ML 3.7 x 10-5 <br /> SP 0.26 - 10-5 <br /> E.O.H. 70.5' � ML 1.3 ■ 10-5 <br /> SST <br /> S LT <br /> / SST <br /> CL <br /> LT <br /> 190 * 10-5 <br /> SST 360 . 10-5 <br /> ML <br /> T SST <br /> MW-, 1 <br /> S LT <br /> SLT/SST <br /> s <br /> i O ML <br /> I � <br /> I I <br /> I <br /> �i �J CLT <br /> O� SST <br /> li I 119851 .19!31 S LT <br /> 11 <br /> t <br /> { <br /> WI <br /> I <br /> 1 SST <br /> GP <br /> Ili 19 S I <br /> B-2 (1985) E.O.H. 215' <br /> uw-a - <br /> i <br /> LANDFILL ' <br /> B-5 <br /> CL <br /> ML/CL ML <br /> CLT p <br /> E.O.H. 70' S LT SST rry <br /> CLT <br /> 1 E.O.H. 15' <br /> / I <br /> I <br /> - o <br /> ry�0 CV <br /> ? 7 <br /> (1985) <br /> B-4 <br /> LEGEND <br /> ML/CL <br /> UNCONSOLIDATED MATERIAL: <br /> SM/SP <br /> GP GRAVEL OR GRAVEL SAND MIXTURE i <br /> ML/CL <br /> SP SAND OR GRAVELLY SAND <br /> I sP <br /> SM SILTY SAND <br /> MULL <br /> HYDRAULIC' ML SILT OR VERY FINE SAND <br /> / <br /> CONDUCTIVITY SM/SP CL CLAY <br /> (Crit/S) ML/SM <br /> MW-2 E.O.H. 100' <br /> 0.41'X 10-5 ML CONSOLIDATED MATERIAL: <br /> SM <br /> SST SP SST SANDSTONE <br /> 550 x 10-5 SST SILT SILTSTONE <br /> 180 . 10-5 <br /> SLT CLT CLAYSTONE OR MUDSTONE <br /> SST 100 <br /> GEOLOGIC CONTACT <br /> SM o <br /> 390 . 10-5 75 APPROXIMATE CONTACT <br /> SP <br /> 400� —�? ESTIMATED CONTACT <br /> SST iii 50 <br /> Q <br /> MW-1 MONITORING WELL <br /> SMSm ch <br /> U <br /> Ma 2s GROUND WATER LEVEL <br /> SP U <br /> ML ~ <br /> Cr <br /> CLT o BOREHOLE <br /> CLT N20 0 100 200 300 400 <br /> SLTST HORIZONTAL SCALE: 1' a 200' <br /> E.O.H. END OF HOLE <br /> SST <br /> SLT / VERTICAL EXAGGERATION = 4x I ROCK FORMATION SUBUNITS <br /> SM <br /> IVIL [-1000 00 <br /> LT <br /> SST <br /> DATUM = 250' (MSL) <br /> SM-GP <br /> E.O.H. 226.5' <br /> Note: This fence diagram was developed by interpolating data between widely spaced <br /> borings. Actual subsuraface conditions may be significantly different from those inferred. PLATE <br /> This was prepared in accordance with generally accepted standards of care which existed FENCE DIAGRAM <br /> in Califronia at the time of the investigation. No warranty is expressed or implied. k" KLEI N FELDER <br /> FOOTHILL LANDFILL 4•-3 <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> PROJECT N0. 24-220002—AO8 <br />