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8 t <br /> ORINGIWELL CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> Pio LCG <br /> 38 36 (PP-") <br /> 37 37 <br /> SlaRed PVC <br /> Caring sandy SILT(RAL)-SAA <br /> 38 38 <br /> 2J12 Sand ,no—;: <br /> 39 3 <br /> LU 9 <br /> >w <br /> w D <br /> LU <br /> 40 40 dayey SILT(MH)-Greenish black mast <br /> homogeneous with fOCale abundant orange <br /> staining,weak to strong HCI reaction hard <br /> 41 41 no petroleum odor <br /> z <br /> 0 <br /> 42 <br /> 42 00 10 <br /> LUO <br /> 43 <br /> � 43 <br /> LU <br /> Q44 <br /> 44 <br /> D silty CLAY{CL)-Greenish black,moist <br /> homogenous local while calate veining, <br /> 45 455 strong HCS reaction hard no petroleum odor <br /> 46 46 <br /> 47 47 <br /> 4$ Ll 4$ <br /> I, .I_ If [ IL <br /> Inch Radius o 2 l r. <br /> Explanation <br /> Cornat.-tx <br /> Wester level during drilling Solid whore certain <br /> Water level in completed wed Dotted wnms approximate IF F V ik {1�Jfis�1JI54V lt�fj� <br /> Boring/Well Log <br /> i m <br /> Location of recovered dolt soata Dashed where uncertavt MW-2 JOB NUMBER <br /> Location of sample saeleo tar /////� Hachured where gradational 91 - 044 <br /> chemcal anatywa <br /> est K Eznmated permeabdrty Exxon S tato n 7 - 0137 BORING/ <br /> 4CWELL santala (hydrauuc conductivay) <br /> Grab Sample K-primary 2!{4secondary 1605 South Ef Dorado Street <br /> tw No Recovery Stockton, Ca MW-2 <br />