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SECOR <br /> InternattonalIncorporated <br /> =BJ <br /> Date Drilled Drilling Contractor Project Name Method/Equipment Well Number <br /> CHEVRON#92396 SPLIT SPOON <br /> 5/15/02 WATERMARK ACAMPO,CA HOLLOW STEM AUGER MW-1 <br /> See"Legend to Logs"for Boring Surface Groundwater Elevation(ft) Total Drive Drop <br /> samphng method, Dzam(m) Elev(ft) V -2332 Depth(ft) wt(lbs} Dist(in) <br /> classifications and laboratory <br /> estm methods 8 5019 86.0 140 30 <br /> t <br /> o a <br /> Well � <br /> r x a Descnption <br /> Construction o A <br /> 12 <br /> � A <br /> b 9 <br /> SAND(SW) tight brown,fine-to coarse-grained,angular to subangular, <br /> 8 medium dense,dry,well graded (0 100,0,0) 0 <br /> a b 55 12 <br /> 14 <br /> b b <br /> 0 0 <br /> 12 Same as above,gravel angular to subangular(5,95,0,0) 0 <br /> 21 <br /> 9 O 60 2 7 <br /> t T G! <br /> b b <br /> • <br /> 9 LEAN CLAY with SILT(CL).greenish gray, very stiff,dry (0,0,45,55) 0 <br /> BENTO 65 106 <br /> 66 <br /> #3 SAND <br /> 9 SAND(SP) light gray,fine-grained,medium dense,dry,poorly graded 0 <br /> 10 (0,100,0,0) <br /> 70 14 <br /> 0 020" <br /> SLOTTED <br /> SCREEN <br /> 9 SAND(SP)-light gray,fine-to medium-grained, medium dense,moist, 0 <br /> 14 J poorly graded(0,100,0,0) <br /> The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or <br /> samples obtained during drilling Predominant material types shown on the log may contain different materials and the change from <br /> one predominant material type to another could be different than indicated Descriptions on this log apply only at the specific locatio <br /> at the time of drilling and may not be representative of subsurface conditions at other locations or times <br /> Project No 77CH.92396.00 0170Date 6112/02 PR Log of Well <br /> 2396MW3 GPJ Approved by <br /> LOG OF BOREHOLE <br /> Figure (sheet 3 of 4) <br />