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FB 0 R N G L O G <br /> Project No. Boring L Casing Diameter � Logged By (�� <br /> 911 2" D.L. y� <br /> KEI-p91-0202 <br /> project Name Unocal Well Cover Elevation 8/27ate i11ed <br /> /91 <br /> Lodi, F. Kettleman Ln <br /> Boring No. Drilling7eo <br /> ollw-stem Drilling Company <br /> MW3Methodugr West Hazmat <br /> Penetration G. W. Depth StratiDescription <br /> s UScs <br /> blows/s'� level samplehY <br /> SP Pour1 raded sand, as above. <br /> Clayey silt, hard, fr ai b el , hoist, <br /> 12/26/50-3'• ML _ olive brown, micaceous. <br /> silty sand, very fine-grained, hard, <br /> sM moist, dark grayish brown, micaceous. <br /> 23/40/40 SW We11 graded sand, very dense, moist, <br /> 65 light olive brown grading to light <br /> grayish brown. <br /> Poorly graded sand, predominantly <br /> medium-grained, very dense, moist, <br /> 25/3b/44 <br /> Sp grayish brown. <br /> 12/16/22 . Well graded sand, trace gravel to 3/4" <br /> 70 - sw diameter, medium dense to dense, <br /> moist, olive brown. <br /> silty sand, sand is very fine-grained, <br /> SM :>' + ver stiff_, wet, dark rah brown. <br /> 5/17/22 _ "!- sandy silt, sand is fine-grazned, <br /> ML =- hard, wet, dark, olive brown, mica- <br /> ceous. <br /> 15/18/30 �_ 75 sP Poorly graded sand, predominantly <br /> medium-grained, dense, wet. <br /> Well graded gravel with silt and sand, <br /> GW-- 04�OT0, angular to rounded gravel to 2" 3ia- <br /> ..�?. <br /> GM `'P�oo meter, medium dense, wet, olive <br /> a°`tS <br /> aCbrown. <br /> �'�"' Silty clay, hard, _ friable,---slightly - <br /> 8/5G - moist, olive brown. <br /> I 80 CL =- <br /> �� page 4 of 5 <br />