•
<br />n
<br />ID
<br />SECOR
<br />rnrernaitona! rnaor�nmrcd
<br />Logged By
<br />Dates Drilled
<br />2/19/01
<br />Drilling Contractor
<br />CASCADE
<br />Project Name
<br />CHEVRON 95775
<br />MefixVEgmpment
<br />CONTINUOUS CORE
<br />Well Number
<br />CM
<br />2/22/01
<br />DRILLING
<br />LODI, CA
<br />DIRECT PUSH
<br />MW -7B
<br />See "Legend to Logs" for
<br />�� method
<br />classifications and laboratory
<br />testine methods
<br />Boring
<br />Dism (ML)
<br />S
<br />Surface
<br />Elev (ft)
<br />Groundwater Depth (ft)
<br />57 FIRST
<br />Total
<br />Depth (ft)
<br />2200
<br />Drive
<br />WL(lbs) Dis� )
<br />NA NA
<br />Well
<br />Construction
<br />Descnption
<br />a
<br />0
<br />SAND (SP)- olive brown (2 5Y413), fine-grained, medium dense, wet, micaceous
<br />(0,100,0,0)
<br />SILTY SAND (SM) yellowish brown (10YR5/4), fine-grained sand, medium dense,
<br />..]
<br />wet, iron oxide mottling (0,75,25,0)
<br />155
<br />0
<br />SANDY SILT (ML) brown (10YR5/3), with clay, fine-grained sand, moderate
<br />plasticity, very stiff, moist (0,30,50,20)
<br />SILTY SAND (SM) dark yellowish brown (10YR4/4), with trace clay, fine-grained
<br />sand, dense, moist to wet, weak subangular blocky soil structure (0,70,25,5)
<br />160-
<br />0
<br />SAND (SP) dark yellowish brown (10YR4/4), with silt, fine-grained, medium dense,
<br />wet 0 9010 0
<br />165
<br />0
<br />CLAYEY SILT (ML): light brownish gray (10YR62), fine-grained sand, moderate
<br />lastici very stiff, moist 0 50 30
<br />SELTY SAND (SM) brown (10YR4/3), fine-grained sand, medaimdense, wet, iron
<br />oxide stain in zones (0,75,25,0)
<br />Increased silt content with clay, moist (0,60,30, 10) at 166 feet
<br />SAND (SP) dark yellowish brown (10YR3/4), fine to medium -grained, medium
<br />dense, wet (0, 100,0,0)
<br />170
<br />Satre as above
<br />0
<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 077.43451250 Date 3/20/01
<br />9577586 GPj
<br />LAG OF BOREHOLE
<br />Log of Well
<br />Approved by
<br />Figure (sheet 7 of 9)
<br />
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