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BORING/WELL CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> Pill <br /> LOG <br /> (Ppmv) <br /> 36 36 <br /> 37 37 <br /> SIdn"PVC <br /> Casing <br /> 38 38 <br /> 2(12 Sand <br /> � 39 � 39 <br /> stay CLAY(CL)-Clive gray moist,trace <br /> W <br /> Lt_ disseminated calcite,strong HCL reaction, <br /> U40 40 25 homogeneous,hard no petmkeumt odor <br /> Q <br /> U- <br /> M <br /> Z) <br /> 0 41 41 <br /> z <br /> 0 <br /> °C 42 V> 42 <br /> c� <br /> 0 <br /> LLl <br /> M 43 43 <br /> 1-- <br /> w <br /> a 44 44 <br /> 45 SAA except local abundant calcite veining <br /> 45 45 <br /> 46 46 <br /> 47 47 <br /> 48 48 <br /> Inch Radius 0 2 4 6 <br /> Explanation <br /> Contacts <br /> VWater level during drllov Sall where certain0 <br /> 7 Water level In completed well Owed whets apprmumate <br /> HonnglWeli Lag .108 NUMB <br /> ',] Lacatlah of recovered dnit sample — — Dashed where uncertain MW-1 g1 - 044 <br /> - Lacatlonofsample sealed for f/////, Hachured whom gradational $QRiNGf <br /> chemis <br /> chemical analys <br /> est K en mated pemteatt" Exxon Station # 7 - 0137 WELL, <br /> PEEP Sieve sample (hydraulic cortducnrv") <br /> 1K-prrmary 2tc secondary 1605 South El Dorado Street <br /> ® GrabSample No Recovery Stockton, Ca. MW-1 <br />