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Fi
<br />SECOR
<br />d T
<br />I:oeud
<br />Project Name:
<br />M °n
<br />Wftll Number:
<br />+
<br />By:
<br />Dentes Drilled:
<br />2113/01
<br />DdUM9 Cantreet0r
<br />CASCADE CHEVRON 95775
<br />CONTINUOUS CORE
<br />DIRECT PUSH
<br />MW -8S
<br />2121/01
<br />DRILLING LODI, CA
<br />Surface Grooundwater Depth (ft }: �
<br />DaveDifi
<br />ry
<br />Boring
<br />)•otal.
<br />wit lbs ):F1
<br />,gs"for
<br />laboratory
<br />$
<br />220.0 NA
<br />NA
<br />Fi
<br />--
<br />wen
<br />Description
<br />Construction
<br />F '
<br />F IT
<br />SAND (SP): very pale.brown (10YR7/4), medium-gtaimed, dense, wet (0,100,0.0).
<br />r. r:
<br />Sand heaved into augers.
<br />k
<br />i i
<br />130
<br />}
<br />sell
<br />clay, fine^ d.
<br />414 with mace , grained
<br />wish brown 10YR ). y
<br />SILTY SAND (SM). yellowish (
<br />dense, moist to wet (0,65,30,5).
<br />=:
<br />SAND (SP): dark olive brown (2.5Y3/3), with silt, fine -premed, medium dense, wet,
<br />micaceous (0,90, 10,0).
<br />ro 135
<br />0
<br />SILTY CLAY (CL): light olive brown (2.5Y5/3), moderate plasticity, very stiff, moist
<br />(0,0,40,60).
<br />SILTY SAND (SM): dark yellowish brown (10YR4/4), with trace clay, fine-grained
<br />sand, dense, moist to wet, subangular blocky soil strueture, micaceous, weak cementation
<br />in zones, root holes (0,75,25,5).
<br />CLAYEY SILT (ML): pale brown (10YR6/3), fine-grained sand, moderate plasticity,
<br />hard, dry to moist, weak granular soil structure (0, 15,55,30).
<br />14S t, grain dense, we [micaceous
<br />:y SAND (SP): brown {10YR5/3), with silt, fine-grained, t,
<br />090100.
<br />SANDY SILT (ML): pale browQ (10YR6/3), with clay, fine-grained sand, moderate
<br />plasticity, very stiff, moist (0,30,60,10).
<br />SILTY SAND (SM): yellowish brown (10YR5/4), with trace clay, fine-grained sand,
<br />'. dense, moist to wet (0,75,20,5).
<br />SANDY SILT (ML): dark yellowish brown (10YR4/4), with clay, fine grained sand,
<br />The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or samples
<br />obtained during drilling. Predominant material types shown on the log may contain different materials and the change from one
<br />predominant material type to another could be different than indicated Descriptions on this log apply only at the specific location at the
<br />time of drilling and may not be representative of subsurface conditions at other locations or times.
<br />Project No. 077.43451.250 Date 3/20/01 Log of Well
<br />95775B8 S.GP3 Approved by
<br />LOG OF BOREHOLE Figure (sheet 6 of 9)
<br />
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