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MEASURSAMPLE '3R P. I.D. U5CS DESCRIPTION WELL <br /> DEPTH NO. A CODE CONST. <br /> .� <br /> 20 o S-20 36 ppmv SW Sand trace gravel and silt fine- to coc-se-grained fine-gravel <br /> moderate yellowish brown dry dense <br /> 22 <br /> 24 <br /> 26 — S-25 26 ppmv ML Silt trace fine-grained sand dark yellowish brown moist <br /> non-plastic very stiff <br /> 28 - <br /> 30 — S-30 40 0 SW Sand, some gravel, fine- to coarse-grained fine gravel, moderate <br /> ppmv yellowish brown, dry, dense <br /> I <br /> 32 - <br /> 34 — <br /> ML Silt moderate yellowish brown moist non-plosbc very stiff <br /> S-35 >50 0 ' <br /> ppmv 5W Sand some gravel fine- to coarse grained fine gravel <br /> 36 moderate yellowish brown dry very dense <br /> . 0 . <br /> 38 <br /> 40 S-40 >50 ppmv Some silt <br /> 42 <br /> 44 <br /> • 46 S-45 28 ppmv ML Silt some sand fine-grained, dark yellowish brown dry <br /> non-plastic, hard <br /> 48 — <br /> (section <br /> 8 (sect on continues downwara) <br /> LLJ <br /> �ru� LOG OF BORING; B-2/MW-3 PLATE <br /> 0Js I <br /> t,�" A. Telchert & Son <br /> 129099 South MacArthur Road 9 <br /> PROJECT NO. 123009FILE NO Tracy, California <br /> 3009A58 <br />