Laserfiche WebLink
SECOR <br />Dogged By: Dates Drilled: <br />Drilling Contractor <br />2/19101 <br />CASCADE <br />CM 2122/01 <br />DRILLING <br />See "Lgmd to Logs" for <br />sudlace <br />=Mg= ander laboratory <br />Elev'(ft): <br />methods <br />8 <br />CHEVRON 95775 <br />LODI, CA <br />TT Gwmtdw te Depth <br />Well <br />Construction fig. Description <br />CONTINUOUS CORE <br />DIRECT PUSH NjW.']g <br />Total <br />(R) wt(1b ): ): <br />220.0 NA NA <br />SAND (SP): dark grayish brown (10YR42), fine-grained, dense wet <br />+ <br />bMTY SAND (SM): light olive brown (2.5Y5/4), fine-grained sand, dense, moist to <br />wet (0.65,35,0). <br />SAND (SP): dark yellowish brown (10YR4/4), fine -to medium-gained,dense,wet <br />(0,100,0,0). <br />CLAYEY SILT (ML): light brownish gray (10YR62), fine-grained sand, moderate <br />plasticity, very stiff to band, moist, angular blocky soil structure in zones (0,15,50,35). <br />Becomes sandy silt at 213.5 feet <br />215 SAND (SP): yellowish brown (10YR5/4), fine -to medzum-grained, dense, wet <br />(0,100,0,0). <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 />j Project No, 077.43451.250 Date 3/20/01 <br />Y 95775B6.GPJ <br />LOG OF BOREHOLE <br />Log of Well <br />Approved by <br />FigUe <br />(sheet 9 of 9) <br />0 <br />0 <br />0 <br />0 <br />k <br />