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8ECOR <br /> 1nte?=twnalIncorporated <br /> Logged By Date Drilled Drilling Contractor Project Name Method/Equipment Well Number <br /> • CHEVRON#92396 SPLIT SPOON <br /> BJ 5115102 WATERMARK ACAMPO,CA HOLLOW STEM AUGER MW-1 <br /> See"Legend to bogs"for Bonng SurfaceGroundwater Elevation(ft) Total Drive Drop <br /> sampling method, Diam(in) Elev(ft) _23.32 Depth{ft) wt(lbs) Dist(in) <br /> classttications and laboratory <br /> -testingmethods 8 50.19 T 860 140 30 <br /> Well <br /> Constructiono o Description a. <br /> A � � a <br /> ' 12 <br /> • <br /> v ro <br /> • SAND(SW)-light brown,fine-to coarse-grained,angular to subangular, <br /> 8 . . <br /> a medium dense, dry,well graded(0 100,0,0) 0 <br /> 55 12 <br /> 14 <br /> A p <br /> a e <br /> i y 12 Same as above,gravel angular to subangular(5,95,0,0) 0 <br /> 21 <br /> 6l) 27 <br /> 4 +2 <br /> 9 <br /> LEAN CLAY with SILT(CL):greenish gray,very stiff,dry(0,0,45,55) <br /> 0 <br /> BENTO 65 1 <br /> 166 <br /> #3 SAND <br /> 9 SAND(SP):light gray,fine-grained,medium dense,dry,poorly graded 0 <br /> 10 (0,10010,0) <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 poorly graded(0,100,0,0) <br /> The substrata descriptions above are generalized representations and based upon visuallmanual 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 predommant 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 6/12/02 PR Log of Well <br /> 2396MW3 GPJ Approved by <br /> LOG OF BOREHOLE <br /> Figure (sheet 3 of 4) <br />