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• <br /> MEASURED SAMPLEUSCS IDESCRIPTION WELL <br /> DEPTH NO. m PID. CODE CONST <br /> 80 S-80 36 PPmv ML Silt some sand trace fine gravel fine—grained sand moderate <br /> brown, moist hard <br /> $2 <br /> • 84 r <br /> S-85 >50 Ppo v Sm Silty sand trace coarse gravel fine to coarse gravel dark yellowish <br /> 86 brown wet very dense <br /> e 8s <br /> 90 5-90 >50 PPA SW Sand, some gravel fine— to coarse grained sand, fine gravel dark <br /> mV yellowish brown wet very dense <br /> — 92 - <br /> 94 — <br /> _ 96 - <br /> 29498 Heaving sand <br /> • <br /> 98 <br /> 100 <br /> 5-100 30 NA ML Silt trace fine—grained sand moderate yellowish brown wet, <br /> . ppmv non—plastic very stiff <br /> 102 <br /> Boring terminated at 103 feet <br /> 104 Boring converted to monitoring well <br /> 106 <br /> 108 <br /> '• 110 <br /> • PLATE <br /> jAwAwAkXAM <br /> LOG OF BORING: B-2/MW-3 <br /> Arm A. Telchert & Son <br /> 29099 South MacArthur Road 11 <br /> riLE NO Tracy <br /> PROJECT NO. 123009 3009A56 , California <br /> • <br />