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_ a _ _ ivy <br /> IRE <br /> H o R I N G L a G <br /> Boring <br /> Diameter Logged BY <br /> Project No. Bog�ng & Casing 211 D.L. <br /> KEl-P91-0202 <br /> Date Drilled <br /> Project Name Unocal Well Cover Elevation 8/27/31 <br /> Lodi, E. Kettleman Ln — <br /> Hollow-stem Drilling company <br /> Boring No. Drilling Auger <br /> West Hazmat <br /> Method 9 <br /> MW3 <br /> PenetratioA G. wstrati-. Depth Description <br /> blows/611 level (feet) graphY <br /> samples USCG <br /> SP <br /> Pool raded sand as ab�av?•�.�- <br /> Clayey silt, hard, friable, moist, <br /> live brown, micaceous. <br /> ML o <br /> 12/26/50-3" 611ty sand, ve�Y £lne-grained, hard, <br /> SM moist, dark grayish brown, micaceous. <br /> �----- <br /> SW Well graded sand, very dense, moist, <br /> 23/40/40 light olive brown grading to light <br /> 65 grayish brown. <br /> Poorly graded sand, predominantly <br /> medium-grained, very dense, moist, <br /> 25/36/44 SP grayish brown. <br /> Well graded sand, <br /> trace gravel to 3/4" <br /> 12/16/22 70 Sw diameter, medium dense to dense, <br /> moist, olive brown. <br /> silty sand, sand is very fine-grained, <br /> ver stiff, wet, dark ra ' h brown. <br /> 5/17/22 sM '`'' Sandy silt, sand is fine-grained, <br /> ML - hard, wet, dark olive brown, mica- <br /> -- Ceous. <br /> Poorly graded sand, predominantly <br /> 15/18/30 -�- 75 SP medium-grained, dense, wet. <br /> l with silt and sand, <br /> Well graded grave <br /> GW—4pao angular to rounded gravel to 2" die- <br /> ,t>o: wet, olive <br /> CM �av; meter, medium dense, <br /> a brown, <br /> o.�• <br /> silty clay, hard, friable, slightly <br /> _-__- moist, olive brown. <br /> 18/50 so CL <br /> -Page-4--of 5 <br />