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Total depth of barlm 31_ ft. Dlametar of baringi 8 in. [date drllledr 10/8/ _ <br /> 90 <br /> Casing diameter@ N/A Le ngth3 N/A _ Slat <br /> Screen diameters N/A Lenpttk N/A Uaterial typae N/A <br /> Dymilna Campanyo Wayne Drilling Co. Drillers Wade and Rick <br /> Uethod Uneds Hollow—stem Auger Field loosfs G. Altimari <br /> swatura of Reglatorod Prafesslonab <br /> 6 Re0atratlan Nog 4313 ate, Calif. <br /> WELL <br /> uses i <br /> DUTH SAMPLE � P.I.D. CCta� OF-SCRIPT1®hl CQ1J54. <br /> 0 Asphalt. ' <br /> ® 2 <br /> 4 ; <br /> S-5 6 ppmd SM Sandy silt, fine—grained, moderate brown, slightly damp, ; <br /> loose. <br /> FAL Sill with trace fine--grained sand,.moderate brown, dry, <br /> 10 p no plasticity, stiff. <br /> 23 <br /> 9 PP'"v SM Sandy silt, fine—grained, light brown, dry, medium dense <br /> l° 12 <br /> 14 <br /> K S-15 30 pPrtiv MI_ Silt;"light gray, dry, no plasticity, dense. • , j <br /> 16 <br /> 18 — <br /> d <br /> .^ 20 5-20 32 ppm SW Sand,fine— to coarse—grained, pale yellow brown, <br /> with trace of shale fragments, slightly damp, dense. <br /> (section continues downward) <br /> RINQ V-2' <br /> LOG OF BO PLATE <br /> ARCO So Station No. 2078 <br /> ApprJrd o.osy.r..,,er 800 hQs$ ®$tlemen Lane P 7 <br /> +® PROJECT NO. 30008-2 <br /> Lodi, 04111forrllf� <br /> 0. <br />