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• <br />• <br />• <br />SECOR <br />[4tffwd&W bicorporared <br />Logged By <br />Dates Dnlled. <br />Dnihng Contractor <br />Pzgect Name <br />Method/Equipment <br />WellNombea <br />1129101 <br />CASCADE <br />CHEVRON 95775 <br />CONTINUOUS CORE <br />CM <br />217/01 <br />DRILLING <br />LODI, CA <br />DIRECT PUSH <br />MW -10C <br />See "Legend to logs" for <br />Bonng <br />Surface <br />Groundwater Depth (ft) <br />Total <br />Dnve <br />Drop <br />sampling method, <br />Du m.(M) <br />Elev (ft) <br />57 FIRST <br />Depth (ft) <br />wt(lbs) <br />Dist (in.) <br />ciassifioaiions and laboratory <br />testm methods <br />8 <br />140 Q <br />NA <br />NA <br />Well Ja <br />Descrlptton <br />Construction $ <br />A <br />0 <br />SANDY SILT (NII.) fine-grained sand, cemented in zones, moist to wet (0,35,60,5) <br />SILTY SAND (SM). light olive brown (2 5Y513), fine-grained sand, very dense, wet <br />F30 <br />(0,85,15,0) <br />a <br />SAND (SP): light olive brown (2 5Y5/3), with trace silt, fine-grained, very dense, wet <br />(0,95,5,0) <br />135 <br />X, <br />0 <br />140- <br />40145The <br />145- <br />Thesubstrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or samples <br />obtained durmg drilling Predominant matenal 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 &-illmg and may not be representative of subsurface conditions at other locations or times <br />Project No 077.43451250 Date 3/8/01 <br />95775BIO GP] <br />LAG OF BOREHOLE <br />Log of Well <br />Approved by <br />Fignre (sheet 6 of 6) <br />