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MEASURED SAMPLE USCS WELL <br /> P I.D. <br /> DEPTH NO. m CODE DESCRIPTION CONST <br /> i• <br /> 20 5-20 >50 ppmv SW Sand some gravel trace silt fine— to coarse—grained sand <br /> cobble size gravel dark yellowish brown dry very dense <br /> 22 <br /> I <br /> 24- <br /> S-25 30 ppmv ML Silt trace fine—grained sand moderate yellowish brown dry <br /> 25 non—plosUc, very stiff <br /> 28 <br /> 30 S-30 >50 ppmv SW Sand some gravel, fine— to coarse—grcined sand cobble size <br /> gravel dark yellowish brown dry very dense <br /> 32 <br /> 34 <br /> 5-35 >50 ppM v Some silt <br /> �� 36 • <br /> 38 <br /> 40 S-40 >50 ppmv Gravely sand trace silt (no sample collected, 20% recovery) <br /> 42 - <br /> - 44 - <br /> - <br /> 46 - <br /> 5-45 28 ppmv ML Silt some fine—grained sand Moderate yelkowish brown dry <br /> non—pkostic very stiff <br /> 48 <br /> (section continues downward) <br /> A Aw,Akp` LOG OF BORING: B-1/MW-2 <br /> PLATE <br /> t—�►/meq A. Teichert & Son <br /> 129099 South MacArthur Road 5 <br /> FILE NO Tracy, California <br /> PROJECT NO. 123009 3009A4B <br /> i <br />