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BORINGMELL CONSTRUCTION DETAIL GRAPHIC DESCRIPTiOM <br /> Ato LOC <br /> (pp-v) <br /> 36 36 <br /> 37 37 <br /> stoned PVC sandy SILT(ML)-SAA <br /> Casing <br /> 38 38 <br /> 2112 Sand <br /> 3g 39 <br /> Lu a <br /> 4d 40 clayey SILT(MH)-Greenish black mast <br /> LU 4homogeneous wdh locale abundant orange <br /> staining,weak to strong HC1 reaction,hard <br /> no petroleum odor <br /> 41 41 <br /> z <br /> M <br /> a <br /> c7 <br /> 42 42 <br /> O 01 <br /> LU 43 43 <br /> oa <br /> 44 44 <br /> 0 salty CLAY{CL)-Greenish black,moist <br /> homogenous,local white ca irte vetning, <br /> 45 45 strong HCS reaction hard no petmisum odor <br /> 46 46 <br /> 47 - 47 <br /> 48 48 <br /> W i <br /> inch Radius 0 2 a 6 <br /> Explanation Contacts (���i /�2r���yfc���E �t/ <br /> Water oval during drilling Solid wrote certain 0 `� � 1]\SME AUNCa <br /> Water levei in completed wall Dosed whet*appreownate JOB NUMBER <br /> Baring/Weil Log �11 �/�{ <br /> Location of reawered drill sample Dashed wrote uncertain M••-2 91 — 044 <br /> - _ _ <br /> . Location or sample sealed for Haehured wrote gradauon9l <br /> cherr��cai analysis BORING/ <br /> est K Eaisnatedpermeandgy Exxon Station # 7 - 0137 WELL <br /> ® S,evesanlp,e IK-puLoconductswo 1605 South EI Dorado Street <br /> tK-primary 2K-secondary <br /> ® Grad sample Na Recovery Stockton, Ca MW-2 <br /> IW <br />