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y <br /> �. Total depth of boringe 31 ft. Diameter of baring, 6 in. Date dwilled, 6/B s0 <br /> Casing dlenister, N/A Length,.N/A slot a!xe, N A <br /> Sarson diameter, N/A Lengths,N/A Metarlal type,N/A <br /> Drilling Company, 'Hayne Drilling Co. Drillersylcde and Rick <br /> Method Used, Hallow--stem Auger _ -A Field Qeolaglets G. Altimari <br /> Signature of Reglotored Proleaslonal, ti <br /> Fieglotretlon Na., 4313 ate, Calif. <br /> "r <br /> i <br /> SAMPLE P FSCs; WELL t <br /> g DEPTHP.I.D. DESCRIPTION <br /> v <br /> rw <br /> No. ; CODE CO!IJIT. � <br /> j <br /> Ot <br /> Asphalt, grovel fill. { <br /> 2 <br /> 4 <br /> 1 ~� 5 S-6 20 ppm CH Clay, dark gray, slightly damp, high plasticity, very stiff. • :;; <br /> �. <br /> t" 8 . . <br /> 1C 5-11 36 ppm ML Silt with some cloy, light oliva gray, dry, sligh[ plasticity, <br /> hard. <br /> r <br /> 12- <br /> 14- <br /> S-16 <br /> 2 14S-16 38 tom <br /> 16 PP <br /> 18 <br /> 20 S-2i 3ti Fpm Clayey silt, medium plasticity. �= <br /> (section continues downward) <br /> LOG OF BORINGz 0-5 PLATE <br /> ARCO Service Statio:z No. $100 <br /> Ap,prr.d Q—Ty.r.r 0 25775 South Patterson {pasts p-13 <br /> PROJECT N0, 30041-1 Tracy, California <br />