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• <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 />