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' GRAPHIC GEOTECHNICAL BORING LOG PAGE ,Z OF <br /> CLIENT Montgomery Ward PROJECT NO 1232 DRILL HOLE MW-1 <br /> SITE LOCATION 5400 Pacific Avenue Stockton California <br /> DRILLING CO Layne-Western Corp TYPE OF RIG CME-95 <br /> RILLING METHOD/EQUIPMENT Contin Flight HSA HOLE DIAMETER 12" <br /> DRIVE WEIGHT/HEIGHT OF DROP 140#30" drop REFERENCE OR DATUM Ground Level <br /> START DATE 2124193 COMPLETION DATE 2126193 <br /> 1DES CRI PTION <br /> zOP- a� <br /> o Q� <z <br /> Iii r-oIlvwin11 Order,ILITHOLOGY #oioCx gr$lh sire svril <br /> ¢ECt9 ALT ¢ u'¢u � #assilsCr1si #$hey;Vu9trl4 � <br /> flZ 00 u¢ici� ca <br /> N �Ut s� <br /> 0 „ <br /> ML 3 thick asphalt pavement <br />' NATURAL GROUND <br /> 3"-5 5' SILT, light brown, slightly porous, moist, slightly <br /> dense <br /> 5 91 905 136 <br /> 12 <br /> 7 930 137 5 5'-10 5' SILT, light brown to brown, slightly moist, <br /> 10 25 slightly dense <br /> 42 <br /> 4 949 121 10 5'-15 5' SILT, light brown, slightly mottled light grayish <br />' <br /> 15- 10 brown, trace clay, slightly moist, slightly dense <br /> 12 <br /> 20 20 1009 109 15 5'-20 5' SILT, light brown, trace clay, moist, slightly <br /> dense <br /> 29 <br /> 4 1025 15 9 20 5'-25 5' SILT, light reddish brown, mottled light grayish <br /> 25 10 brown and very, dark brown, trace clay, slightly porous, <br /> 17 trace mica, moist, dense <br /> 4 1040 43 5 25 5'-30 5' SILT, light reddish brown, mottled very light <br /> 30 12 305 gray, trace clay, moist, dense <br /> %' <br /> Continued Next Page <br /> 6NOTES <br /> Boring was drilled adjacent to the sewer line and former LISTS location <br /> ENVIRONMENTAL AUDIT, INC NOTE This Boring Log Represents Conditions Only at Time and location <br /> Indicated Subsurface Conditions May Differ at Other Locations <br /> and Times <br /> LOGGED BY JLA DATE 2124193 APPROVED BY FSM RG # 4248 <br />