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Project No.: 33113-013018.02 BORING NO.
<br /> LOG OF SOIL BORING Project Name: FedEx Tracy
<br /> ® Location: Tracy,CA BV-2
<br /> ® Logged By: P.McLaughlin
<br /> W> W> J w = J = DESCRIPTION
<br /> 2W 2UU 2 �E w a 2 g0 co
<br /> F ❑n
<br /> ai? U)iof can ag o can c�� �
<br /> CL SILTY CLAY,as above
<br /> 21
<br /> ML SANDY SILT,light brown,dry,medium stiff,fine sand,no odor
<br /> 22
<br /> SAND,light grayish brown,dry,medium dense,fine to coarse with some rounded fine
<br /> gravel up to 1/4"diameter,no odor
<br /> 23 SP
<br /> with silt interbeds 2-3"thick below 23'
<br /> 42 0850
<br /> 24
<br /> 25
<br /> 2s
<br /> CLAYEY SILT,moderate brown,damp,stiff,no odor
<br /> ML
<br /> 27 SILTY CLAY,moderate brown,damp,very stiff,some white CaCO3 nodules,no odor
<br /> 41 0855 28-ZI]
<br /> CL
<br /> 2s
<br /> CLAYEY SILT,light brown,damp,medium stiff with white CaCO3 nodules and veins,
<br /> ML thin silty clay interbeds(<1"),no odor
<br /> 30
<br /> 39 0900 31 SILTY CLAY,moderate brown,damp,very stiff to hard,with white CaCO3 nodules,no
<br /> CL odor
<br /> 32--J
<br /> 33 CLAYEY SILT,as above
<br /> ML
<br /> 34--
<br /> 36 0910 35-ZCL SILTY CLAY,as above
<br /> 36 CLAYEY SILT,moderate brown,damp,stiff,with some fine sand to 37'
<br /> 37 Becomes soft at 37'
<br /> ML Becomes stiff with some fine sand at 38'
<br /> 38
<br /> 39 0915
<br /> 39
<br /> ao
<br /> SILTY CLAY,moderate brown,moist,very stiff,no odor
<br /> CL
<br /> 41
<br /> CLAYEY SILT,moderate brown,moist.Med stiff,no odor
<br /> 42 ML Suspend drilling 0925,5/30/13
<br /> 40 0925 �43
<br /> 1 SAND,light grayish brown,wet,medium dense,fine to medium sand,no odor
<br /> 44 SP
<br /> Resumed drilling 1300,6/3/13
<br /> 22 1315 BOH at 45.0' Collected water sample 1320,6/3/13
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