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• <br />• <br />SECOR <br />fi, tw�w n7inn nl 7,lrArilYlMAOd <br />Logged By <br />Dates Drilled <br />Dnuing Contractor <br />Project Name <br />Me&x1/Equipmmt. <br />WellNumber' <br />1/17101 <br />CASCADE <br />Construction <br />CHEVRON 95775 <br />CONTINUOUS CORE <br />MW <br />CM <br />1/18/01 <br />DRILLING <br />LODI, CA <br />DIRECT PUSH <br />-9B <br />See "Legend to Logs" for <br />Borg <br />Sud'ace <br />Groundwater Depth M) <br />Total Dave <br />Divp <br />sampling method, <br />laboratory <br />Dram, (g) <br />Eley (ft) <br />$� 60 FIRST <br />Depth (ft) wt.(111 ) <br />Dist (v�) <br />c]assificaQons and <br />#—N—mnrh.vie <br />8 <br />2170 NA <br />NA <br />Well <br />Desmption <br />Construction <br />a <br />0 <br />SCREEN <br />JA (SP) fight olive brown (2 5Y513), medium -to fine-grained, law density, wet <br />80,0) 0 <br />THREADEDY SILT (ML) brown (7 5YR4/3), fine-grained sand, very stiff, moist <br />END CAP5,0) <br />85 0 <br />SILTY SAND (SM): yellowish brown (10YR5/4), with some clay, fine-grained sand, <br />moist (0,80,15,5) <br />90 0 <br />SANDY SILT (NII..): brown (7 5YR5/4), with some clay, fine-grained sand, very <br />dense, moist (0,45,50,5) <br />0 <br />SAND (SP) dark yellowish brown (10YR4/4), with silt, fine-gramed, medium dense, <br />wet (0,90,10,0) <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 3/9/01 Log Of Well <br />95715B8 GPJ Approvedby <br />LOG DE BOREHOLE gid (sheet 4 of 9) <br />