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• <br />• <br />• <br />SECOR <br />rerernudunad ria <br />Logged By <br />CM <br />Dates Dolled <br />2119/01 <br />2/22/01 <br />Drilling Contractor <br />CASCADE <br />DRILLING <br />Project Name <br />CHEVRON 95775 <br />LODI, CA <br />Method/Egmpment <br />CONTINUOUS CORE <br />DIRECT PUSH <br />Well Number <br />MW -7B <br />See "Legend to Logs' forBming <br />samphng method, <br />classifications and laboratory <br />testingmethods <br />Duun.A) <br />8 <br />Surface <br />Elev (ft) <br />Groundwater Depth (ft.) <br />57 FIRST <br />Total Dave <br />Depth( ) wt (lbs) <br />21A 0 NA <br />Drop <br />Dist(m ) <br />NA <br />Well <br />Construction <br />A <br />Descnphon <br />A <br />A <br />a' <br />0 <br />SILTY SAND (SM). brown (10YR5/3), with trace clay fine-grained sand, dense, wet, <br />weak subangular, blocky soil structure (0,75,20,5) <br />SAND (SP) brown (10YR5/3), with trace silt, mostly medium -grained with layers of <br />fine and coarse-grained interbeds, dense, wet (0,95,5,0) <br />130 <br />0 <br />SILTY SAND (SM) grayish brown (2 SYS/2), with clay, fine-grained, dense, moist to <br />wet, interbeds of sandy silt (0,70,20, 10) <br />135 <br />0 <br />SAND (SP) brown (10YR5/3), with trace silt, fine-grained, medium dense, wet, <br />micaceous, iron oxide laminae (0,95,5,0) <br />CLAYEY SILT (MI.). grayish brown (2 5Y5/2), fine-grained sand, hard, moist, wet <br />along fractures, angular blocky soul structure, cemented (0,15,60,25) <br />SANDY CLAY (CL): dark yellowish brown (10YR4/4), with silt, fine-grained sand <br />moderate plasticity, very stiff, moist (0,30,20,50) <br />140 <br />0 <br />SANDY SILT (ML). yellowish brown (10YR5/4), with clay, fine-grained sand, <br />moderate plasticity, very stiff, moist, subangular blocky soil structure (0,30,60,10) <br />145 <br />0 <br />SILTY SAND (SM). light olive brown (2 5Y5/3), fine giarned sand, dense, wet <br />(0,80,20,0) <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 077.43451150 Date 3/20101 <br />95775B6 GP7 <br />LOG OF BOREHOLE <br />Log of Well <br />Approved by <br />Fig— (sheet 6 of 9) <br />