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<br />0
<br />SECOR
<br />r►tffMrr rncwvo�xircd
<br />Logged By
<br />CM
<br />Dates Dolled
<br />1/17/01
<br />1/18/01
<br />Dnlling Contractor
<br />CASCADE
<br />DRILLING
<br />very stiff, moist, weak granular soil structure (0,30,70,0)
<br />Project Name
<br />CHEVRON 95775
<br />LODI, CA
<br />Mdhod/Equipment,
<br />CONTINUOUS CORE
<br />DIRECT PUSH
<br />WellNumber
<br />MW -9B
<br />See "L.egend to Logs" for
<br />B
<br />Groundwater Depth (ft)
<br />Total
<br />Dnve
<br />Drop
<br />samphnSmetbod,
<br />laboratory
<br />Dram (in)
<br />Eley (ft}
<br />60 FIRST
<br />Depth (0-)
<br />wt(lbs)
<br />Dist(K)
<br />classifications and
<br />testing methods
<br />8
<br />217 0
<br />NA
<br />NA
<br />Well
<br />a
<br />4J
<br />Desenption
<br />Construction A
<br />��
<br />130
<br />135
<br />145
<br />moist to wet, subangular blocky soil structure, cemented (0,60,30,10) 0
<br />CLAYEY SAND (SC) yellowish brown (10YR5/4), with silt, medium -to
<br />coarse-gramed sand, very dense, moist (0,60,10,30)
<br />SANDY SILT (ML) light olive brown (2 SYS/4), with trace clay, fine -grimed sand,
<br />low plasticity, very stiff, moist, weak subangular blocky soil structure (0,30,65,5)
<br />SILTY SAND (SM) yellowish brown (10YR5/4), with clay, fte-grained sand, very
<br />dense, moist (0,55,35,10)
<br />SILT (ML). light yellowish brown (2 5Y6/3), trace clay, fine-grained sand, low
<br />plasticity, hard, friable, moist, subangular blocky soil structure (0,10,85,5)
<br />SILTY SAND (SM) light olive brown (2 SY5/3), fine-grained sand, very dense, moist
<br />(0,65,35,0)
<br />SAND (SP). brown (7 5YR4/4), with silt, medium -grained, very dense, moist to wet,
<br />weakly cemented (0,90,10,0)
<br />1
<br />1
<br />1
<br />The substrata descnptrons above are generalized representations and based upon visuaUmanual classification of cuttings and/or samples
<br />obtained during drilling Predonnnant 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 tunes
<br />Project No 077.43451.250
<br />95775BO GPJ
<br />LOG OFBOREHOL E
<br />Date 3/9/01
<br />Log of Well
<br />Approved by
<br />Figure (sheet 6 of 9)
<br />SANDY SILT (ML) light olive brown (2 SY5/3), fine-grained sand, low plasticity,
<br />very stiff, moist, weak granular soil structure (0,30,70,0)
<br />CLAYEY SAND (SC) yellowish brown (10YR5/4), with silt, medium -to
<br />coarse-gramed sand, very dense, moist (0,60,10,30)
<br />SANDY SILT (ML) light olive brown (2 SYS/4), with trace clay, fine -grimed sand,
<br />low plasticity, very stiff, moist, weak subangular blocky soil structure (0,30,65,5)
<br />SILTY SAND (SM) yellowish brown (10YR5/4), with clay, fte-grained sand, very
<br />dense, moist (0,55,35,10)
<br />SILT (ML). light yellowish brown (2 5Y6/3), trace clay, fine-grained sand, low
<br />plasticity, hard, friable, moist, subangular blocky soil structure (0,10,85,5)
<br />SILTY SAND (SM) light olive brown (2 SY5/3), fine-grained sand, very dense, moist
<br />(0,65,35,0)
<br />SAND (SP). brown (7 5YR4/4), with silt, medium -grained, very dense, moist to wet,
<br />weakly cemented (0,90,10,0)
<br />1
<br />1
<br />1
<br />The substrata descnptrons above are generalized representations and based upon visuaUmanual classification of cuttings and/or samples
<br />obtained during drilling Predonnnant 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 tunes
<br />Project No 077.43451.250
<br />95775BO GPJ
<br />LOG OFBOREHOL E
<br />Date 3/9/01
<br />Log of Well
<br />Approved by
<br />Figure (sheet 6 of 9)
<br />
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