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MEASURE SAMPLE 3 LISCS DESCRIPTION WELL <br /> DEPTHNO. m P.1. <br /> NO. CONST <br /> 20 5-20 >50 PPmv SW Gravely sand, some silt, fine— to coarse grained sand, cobble <br /> sized gravel moderate yellowish brown dry very dense <br /> 22 <br /> 24 <br /> 26 S-25 22 PPmv ML Siht trace fine—grained sand moderate yellowish brown dry, <br /> non—plastic very stiff <br /> 28 <br /> 30 5-30 >50 PPmv SW Gravely sand, trace silt fine— to coarse—grained sand fine gravel <br /> dark y6lowish brown dry very dense <br /> 32 <br /> r <br /> 34 <br /> S-35 >50 PPmv Fine to coarse gravel <br /> 36 <br /> 38 ' <br /> 40 S-40 >50 <br /> PP v <br /> 42 <br /> 44 , <br /> 46 5-45 36 PPmv SM Silty sand fine— to coarse—grained moderate yellowish brown dry <br /> dense <br /> 48 <br /> (section continues downward) <br /> • ��-��� LOG OF BORING: B-3/MW-4 <br /> PLATE <br /> t--t�►�� A. Teichert & Son <br /> 129099 South MacArthur Road 13 <br /> NO <br /> PROJECT NO. 123009 3009A6B Tracy, California <br />