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<br />0
<br />SECOR
<br />rntaniamme rMomorew
<br />Logged By
<br />Dn11-ng Cmitractar
<br />Pmjed Name
<br />Method/Egmpment
<br />Well Number
<br />JDaWDnUe&
<br />2/13/01
<br />CASCADE
<br />CHEVRON 95775
<br />CONTINUOUS CORE
<br />CM
<br />1121/01
<br />DRILLING
<br />LODI, CA
<br />DIRECT PUSH
<br />MW -8S
<br />See'Legend to Logs" for
<br />Being
<br />Surface
<br />Groundwater Depth (ft)
<br />Total
<br />Drive
<br />Drop
<br />sampling method,
<br />laboratory
<br />Dian (m.)
<br />Etev (ft)
<br />Depth (ft)
<br />wt(lbs)
<br />Dist(tq.)
<br />classifications and
<br />tes methods
<br />S
<br />220 0
<br />NA
<br />NA
<br />Weil
<br />x
<br />Desmption
<br />Construction
<br />A
<br />SILTY SAND (SM) brown (10YR4/3), fine-grained sand, medium dense, moist,
<br />0
<br />subangular blocky soil structure, abundant rootholes, micaceous (0,70,30,0)
<br />i
<br />•
<br />i+
<br />�•
<br />55
<br />Weakly cemented from 55-57 feet
<br />0
<br />GROUT
<br />SANDY SILT (ML). light olive brown (2 SYS/3), with clay, fine-grained sand,
<br />moderate plasticity, very stiffmoist 0 5 55 20
<br />SAND (SP)- olive brown (2 5Y5/3), medium -grained, medium dense, wet, micaceous
<br />,r
<br />(0,100,0,0)
<br />1
<br />Grades to silt
<br />F
<br />2" BLANK
<br />Grades to sand, fine-grained
<br />CASING
<br />SILTY SAND (SM) dark yellowish brown (10YR4/4), fine-grained sand, dense, wet,
<br />i
<br />cemented, subangular blocky soil structure, micaceous (0,65,3 5,0)
<br />r
<br />ro
<br />65
<br />1
<br />SAND (SP). grayish brown (10YR52), fine-grained, dense, wet, micaceous
<br />(0 00,
<br />s
<br />�
<br />SILTY SAND (SM) brown (7 SM/3), fine-grained sand, very dense, moist
<br />„
<br />070300
<br />SAND (SP) brown (7 5YR5/3), with silt, fine-grained, dense, wet (0,90,10,0)
<br />r+
<br />r
<br />70
<br />1
<br />ro+
<br />ro+
<br />r
<br />CLAYEY SAND (SC) yellowish brown (10YR5/3), with silt, fine-grained., very
<br />b
<br />b
<br />dense, moist, micaceous (0,60,15,25)
<br />z
<br />x
<br />The substrata descriptions above are generalized repmsmutions and based upon visual/n=ual 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 dolling and may not be representative of subsurface conditions at other locations or times
<br />Project No 077 43451250 Date 3/20/01
<br />95775B8S GPJ
<br />LOG OF BOREHOLE
<br />Log of Well
<br />Approvedby
<br />Figure (sheet 3 of 9)
<br />
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