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F � w... <br /> FORMER UST EXCAVATION . <br /> 0' <br /> MW- 1 \, P4 P2 P3 MW-2 <br /> 10 <br /> ISON]TORING lyELL $,� _ �bl 141. RING'WE.LL SCR EN:\ <br /> 20'- <br /> 30 <br /> 0, �J <br /> 40' <br /> EL GEND <br /> : - SILTY SAND (SP) FINE-GRAINED, POORLY SORTED <br /> - {❑�� vrLTY SAND• (SP) MEDIUM TO COARSE-GRAINED. POORLY SORTED <br /> SCALE v 'i-''.� <br /> 15 30 FIACRF'[LL RATER[AL SAND/DIRT'AIX��®11 <br /> APF'ROHIHATE EI[TENT 6f UNSATURATED H5'DRDCAR13DN-[NPACEED SOIL <br /> FEET,, $ G—w DEPTT[07/98 <br /> LITHOLOGIC CROSS SECTION W/IMPACTED SOIL Adrraueed <br /> SHOCKEY AND SONS TRUCKING GeoLnvironhlbram , Inc. <br /> 7 /—� of NorL6ern Ceiilornia <br /> 850 MILGEO AVENUE PROJECT NO. AGE—NC-95-0185 FILE: 0185/FIG4 FIGURE: <br /> RIPON, CALIFORNIA DATE: 12 AUGUAT 1996 DRAWN BY: MAC 4 <br />