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i <br /> ggm <br /> I BE <br /> Total depth of borjnsg, 31 ft. Qtameter of baring, 8 in. t3at® drIjg0Ch 1D 3 90 <br /> Casing diameter, N/A _ La+ngtha N A •i $tot alzOa N/, <br /> Saxswse dkmrrtora N/A _ Length, N A Malerlal typo, N/A <br /> itr9ll:s$ Company, way,, Drillin Co. DrIlera Wade and Rick ~ <br /> Method U904 Hollow—stem Au er Field Qeal <br /> oyyiEt, G. Altimari <br /> Slgynotur® of Regletered Proleavlona& <br /> ® Registration No., 4313 star Calif. <br /> SAMPLE USCS <br /> ® DUTN P��• ODE CIESCRiP71CH WELL <br /> CODE <br /> ICOUT. <br /> Q Asphalt. <br /> a.} <br /> ^Y; 4 <br /> 5-5 8 ppmv SM Silty sand, fine— to medium—grained, moderate brown, <br /> sh,jhtly damp, louse. •••• <br /> 10 t <br /> i 5-10 19 153 ML Silt,'fine— rained sand light olive gray, d <br /> PPmv. 9 9 Y� ry, very stiff, <br /> M„ plasticity. . <br /> .f 12 no '.'• <br /> 14 <br /> i <br /> S-15 <br /> 4Q 71 SM Sil sand, fins— rained, moderate red brown to light . <br /> Sy PPmv h` g <br /> a: 1 fi gray, dry, dense. <br /> 10 <br /> �20 5-20 38 <br /> r„ plpmv SW Sand, fine— to medium—grained, light brown dnrrip; .', <br /> dense. .. <br /> - <br /> , . <br /> (section continues downward) <br /> i. <br /> - : Pt,JJTE: <br /> MCO. � rwl�® 8lntlan PIPS, 306 <br /> 800 E®el-Kettlelt en Lane <br /> PROJLICT HO--;.30008-2 Lodi, California <br /> r <br />