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HENKLE&ASSOCIATES 0 b <br /> Bon g LO <br />' Client Phdi Cohn Pro Dick Mau Trucking) Hate No B 1 Pae 2 of 3 <br /> . Project I Project No Contractor V&W Drilling <br /> Location 3755 E Munford Ave Stockton CA Drilling Method B HSA Elevation <br />' Date Started 11/10/97 Date Finished 11/10/97 Angle Vertical Bearing <br /> Total Depth 71 5 Water De th N/A Logged By J 011erton JReviewed By WRH <br /> c >- <br />' — n ° <br /> y a <br /> a O } <br /> N C G Lm <br /> Z a o a <br /> L a a ¢ U E m cn <br /> Fti a E E n o d P U <br /> n Geologic Description Remarks <br /> tiw' 4 15 NIA CL 30 0'-31 5 Brown grey mottled clay Faint to moder <br /> _ 43Zo 20 90 w/minor silt Low moisture Good ate HC odor to <br /> 24 plasticity 31 0 <br /> _35 <br /> 7 CL 35 0 36 5' Brown grey mottled clay Moderate to <br /> 35 5 444 O $I 90 w/minor silt as above strong HC odor <br /> 360 34 throughout <br /> —� <br /> 13 ML 40 0 41 5 Grey silt and silty clay Moderate to <br /> _ is 100 & Color change to brown at 41 0' strong HC odor <br />'• <br /> 4500 6 CL Higher silt content at 41 5' to 41 0 Faint <br /> odor at 41 5' <br />' 45 <br /> 12 CL 45 0 46 5' Brown silty clay Dry Moderate HC <br /> _ <br /> 45 5 643 o 26 90 & Good plasticity odor to 46 0' <br />' — 460 a5- ML Faint HC odor <br /> to 46 5' <br /> 50 <br /> 13 cL 50 0' 51 5 Brown silty clay Dry Moderate to <br />' y — 5690 2` 100 & Moderate plasticity strong HC odor <br /> 35 ML throUghOUt <br /> 55 <br />' — 7 sP 55 0'-56 5 Grey fgr sand w/FeOx? Moderate HC <br /> 3480 18 6o staining No staining at 56 5 Dry odor <br /> z? <br /> I <br /> 60 <br />' Notes <br />