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I <br /> SUIT SAMPLE 3 USCS DESCRIPTION WELL <br /> DEPTH NO. m P.I.D. CODE CONST <br /> r <br /> 50 — <br /> S-50 J'>50 ppmv SW Sand some fine gravel, moderate yellowish brown fine- to , <br /> coarse-groaned sand dry very dense <br /> 52 , <br />� 54 <br /> 56 S-55 49 ppmv ML Silt some sand fine-grained moderate vellowish brown dry <br /> non-plastic hard <br /> E <br /> 5$ <br /> , <br /> OO O � ii •1 <br /> S-60 >50 ppmy I 'race , ne-grovel I <br /> i <br /> 62 <br /> 64 <br /> 66 S-65 >50 ppmv SW Gravely sand some silt fine- to coarse--grained scna fine- to <br /> coarse el moderate yellowish brown Iry very cense <br /> 68 - <br /> - 70 — Cobble size grovel <br /> I <br /> 72 <br /> 74 <br /> 76 S-75 ML Clayey silt trace fine-gravel moderate Yellowish brown Iry low- <br /> plasUcIty (drill cuttings) <br /> 78 .E <br /> l <br /> (section continues downward) <br /> • tAMA/Mi LOG OF BORING: B-3/MW-4 PLATE <br /> A. Teichert & Son <br /> 29099 South MacArthur Road A 1 3 <br /> PROJECT N0. 123009RLE NO Tracy, California <br /> 3009A6C <br />