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r <br /> IIEASURE SAMPLE '31*9o P.I.D. SCS DESCRIPTION WELL <br /> DEPTH N0. aCODE CONST <br /> 50 S-50 >50 ppmv ML Sandy silt fine—grained moderate yellowish brown dry <br /> non—plastic hard <br /> 52 <br /> 54 <br /> 56 ppv <br /> S-55 44 mSilt trace sand <br /> Silty sand fine—grained moderate yellowish brown dry <br /> SM non—plastic medium dense <br /> 58 <br /> 60 <br /> S-60 59 ppmv ML Silt trace fine—grained sand moderate yellowish brown dry, <br /> non—plastic hard <br /> 62 <br /> — 64 — <br /> S-65 <br /> 4 S-65 >50 ppmv SW Sand trace fine—gravel fine— to coarse—grained moderate <br /> yellowish brown dry, very dense <br /> — 66 - <br /> 68 - <br /> 70 — <br /> S-70 <br /> 66870S-70 60 mv ML Silt trace fine—grained sand and trace clay, moderate yellowish <br /> pp <br /> • brown cry non—plastic, hard <br /> 72 - <br /> 74 - <br /> 0 <br /> 76 S-75 60 ppf Clayey silt trace fine—grovek low plasticity <br /> 78 — <br /> _ 80 — <br /> (section <br /> 8 80 (section continues downward) <br /> • rAL/� LOG OF BORING: B-1/MW-2 PLATE <br /> A. Teichert & Son <br /> 29099 South MacArthur Road 6 <br /> PROJECT NO. 123009 FILE No Tracy, California <br /> 3009A4C <br />• <br />