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- <br /> .. i <br /> as'�y <br /> B O R I N G L O G <br /> project No. Boring fi Casing Diameter Logged By <br /> 51t 211 D.L. <br /> KEI-•P91-0202 <br /> Project game Unocal well cover Elevation Bate/gilled <br /> Lodi, E. Kettleman Ln <br /> Boring Na. Drilling Hollow-stem Drilling company <br /> MW2 <br /> Method Auger West Haxmat <br /> Penetration G. w. Depth Strati- Description <br /> blows/611 level (feet) USCShy <br /> S <br /> 0 <br /> Asphalt pavement over sand and ravel. <br /> Fill materials consisting of silty <br /> SM sand, with gravel, dark yellowish <br /> brown. <br /> 5 SM Silty sand, estimated at approximately <br /> 5/6/7 ': 20$ silt, sand is coarse- to fine- <br /> ;` sr=';: grained, medium dense, moist, dark <br /> yellowish brown. <br /> Well graded sand, trace silt, medium <br /> 6/7/8 10 SW dense, moist, dark yellowish brown. <br /> Well graded sand, no fines, trace <br /> 14/15/16 gravel to 1/8" diameter, medium <br /> 15 yellowish <br /> dense, slightly moist, <br /> brown. <br /> 17/25/31 Well graded sand, as above. <br /> 20 - — _ <br /> Page 1 of 5 <br />