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1 <br /> ' LITHOLOGIC LOG BORING No. BEL-2 <br /> Logged By:Jason Shipe Date Started:10/11/07 Client:PG&E <br /> ' Checked By:Rick McCartney Date Completed: 10/11/07 Site:Bellota Substation <br /> Driller:Precision Sampling/Emesto Northing:- Location:Linden,California <br /> Drilling Method:Hand Auger(0-5 fl)/Direct Push(5 ft-Total Depth) Easting:- Project No.:PGE-1035-400 <br /> Sampling Method:Hand Auger Bucket/2"x 5'core barrel Elevation:- <br /> ' Sampling Interval:Continuous Boring Depth: 10 Feet Page: 1 of 1 <br /> r= E <br /> n <br /> o p d <br /> a, <br /> ,z Sample I.D. c V 2 'r <br /> a V 0 ] DESCRIPTION <br /> t 6 0 <br /> 0 C N m y N o N O in m N <br /> 0 <br /> Asphalt-concrete(6") <br /> BEL-2-0S _ Syy Well graded SAND,grayish brown,slightly moist,loose,coarse- <br /> grained,some coarse gravel,no odor. <br /> 1 Sample BEL-2-0.5 collected from 0.5—0.75 feet bgs. <br /> At 1 foot,becomes yellowish brown,medium-grained sand,some <br /> 2 3 ..1•g;q't.0 <br /> „ ,: ;y fine gravel <br /> At 2 feet,fine-grained sand,medium dense,some clay. <br /> ' 2 At 3 feet,fine-to medium-grained sand,no clay,little silt. <br /> r <br /> 4 0 <br /> At 4 feet,trace silt. <br /> qq,,�jj ______ _______ _____________________________________________ <br /> ' BEL-2-5.0 o Nz/„,/ SC CLAYEY SAND,moderate yellowish brown,medium dense,fine- <br /> �� grained trace silt. <br /> 6 Y At 5.5 feet,becomes pale yellowish brown. <br /> 3 SP Sample BEL-2-5.0 collected from 5—5.5 feet bgs. <br /> Poorly graded SAND,dark yellowish orange,slightly moist,medium <br /> ' dense,fine-to medium-grained,no odor. <br /> 0 At 7 feet,becomes moderate yellowish brown,moist,trace silt. <br /> e <br /> ' 0 At 8 feet,becomes medium-to coarse-grained sand. <br /> CL SILTY CLAY,pale yellowish brown,moist,low plasticity,trace <br /> orange striations to 10 feet,no odor. <br /> ' BEL-2-9.5 Sample BEL-2-9.5 collected from 9.5—10 feel bgs. <br /> 1 <br /> 10- <br /> 12- <br /> 14— <br /> Notes: <br /> 01214Notes:Boring completed to 10 feet bgs.Groundwater was not <br /> encountered.Borehole backfilled with neat cement from total depth to ERRA PACIFIC GROUP <br /> surface.Surface repaired to match surroundings. <br /> ' Environmental Engineering,ConsuPong,and Construction <br />