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<br />0
<br />SECOR
<br />WvwdonO Inco�porgted
<br />Logged By-
<br />Dates Dnlled
<br />Dnllmg Canttactor
<br />Protect Name
<br />Me1od1Egiupn=t
<br />Well Number
<br />2/13/01
<br />CASCADE
<br />CHEVRON 95775
<br />CONTINUOUS CORE
<br />MW
<br />CM
<br />V21/01
<br />DRILLING
<br />LODI, CA
<br />DIRECT PUSH
<br />-8S
<br />See "Legend to logs" for
<br />Bonng
<br />Sudace
<br />Groundwater Depth (ft)
<br />Total
<br />Dave
<br />Drop
<br />sampluig method,
<br />Dam (in.)
<br />Elev (ft)
<br />Depth (ft)
<br />wt.(lbs)
<br />Dist(sa)
<br />classifications and laboratory
<br />testing methods
<br />8
<br />220,0
<br />NA
<br />NA
<br />Well
<br />Description
<br />Construction
<br />A
<br />4
<br />4-
<br />SAND (SP). yellowish brown (10YR5/4), with silt, fine -to medium-gramed, dense,
<br />wet (0,90, 10,0)
<br />t
<br />�
<br />SILTY SAND (SM). dark yellowish brown (10YR4/4), fine-grained sand, dense,
<br />moist to wet D 70 30 0
<br />SANDY SILT (MI.): brown (10YR5/3), with clay, fine-grained sand, low plasticity,
<br />hard, moist, angular blocky soil structure (0,35,55, 10)
<br />ti
<br />ti
<br />°~
<br />y
<br />85
<br />0
<br />e
<br />s
<br />z
<br />SANDY CLAY (CL): brown (10YR4/3), with silt, fine-grained sand, moderate
<br />plasticity, hard, moist (0,30,20,50)
<br />4.
<br />SANDY SILT (ML) dark yellowish brown (10YR4/4), fine-grained sand, very stiff,
<br />'
<br />moist, subangular blocky soil structure (0,45,55,0)
<br />r
<br />r
<br />:
<br />90-
<br />0
<br />a�
<br />a•
<br />clayey silt (0,20,50,30) at 92 5 feet
<br />A
<br />•
<br />,
<br />SAND (SM) dads yellowish brown (10YR4/4), fine-grained sand, very dense,
<br />0,70,30,0)
<br />95
<br />jBees
<br />0
<br />se in silt contest, wet, weakly cemented, angular blocky soil structure (0,80,20,0)
<br />y'
<br /><
<br />o'
<br /><
<br />et
<br />hange to brown (10YRS/3), not cemented, micaceous at 97 feel
<br />(SP) brown (10YR5/3), with silt, fine-grained, medium dense, wet, micaceous
<br />The substrata descriptions above are generalized representations and based upon vimalh ar ual classification of cuttings and/or samples
<br />obtained dunng drilling Predominant material types shown on the log may contain different materials and the change from one
<br />predonunRnt 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
<br />95775BSS GPJ
<br />LOG OF BOREHOLE
<br />Log of Well
<br />Approved by
<br />Figure (sheet 4 of 9)
<br />
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