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r � <br />• <br /> 5 SAMPLE 3 USCS FCONST <br /> ELL <br /> DEPTH NO, m P.I.D. CODE DESCRIPTION <br />. M 80S--80 36 PP0 ML Silt some sand trate fine gravel fine-grained sena moderate <br /> brown, moist hard <br /> 82 <br /> — 84 — <br /> S-85 <br /> a4 S-85 >50 ppmv SM Silty sand trace coarse gravel fine to coarse gravel dark yellowish L a <br /> 86 grown wet very dense r <br /> _ 88 — -- --- <br /> . i <br /> 90 S-90 >50 PPA SW Sand some gravel fine- to coarse grarnea rano -e gravel dark <br /> yellowish brown wet very dense <br /> 92 - <br /> 94 - <br /> 96 <br /> 2 9496 Heaving sand <br /> _ 98 — <br /> _100- <br /> 5_100T <br /> 81005-100 30 NA ML Silt trace fine-grained sand moderate yellowish oroxn wet <br /> ppmv non-plastic very stiff ! r <br /> 102 <br /> l <br /> I r <br /> Boring terminated at 103 feet <br /> 104 Boring converted to monitoring web I <br /> i <br /> 106 <br /> I <br /> I I <br /> 108 1 <br /> i <br /> 1 <br />� 110 �I <br /> I <br /> "ArAL/Am LOG OF BORING: B-2/MW-3 PLATE <br /> =- rWAr7 A. Teichert & Son A9 <br /> 29099 South MacArthur Road <br /> PROJECT NO. 123009 3009A5D Tracy, California <br /> • <br />