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SECOR <br /> International Incorporated <br /> Logge7ByDate Drilled Drilling Contractor Project Name Method/Equipment Well Number <br /> CHEVRON#92396 SPLIT SPOON <br /> B5114/02 WATERMARK ACAMPO,CA HOLLOW STEM AUGER MVV-2 <br /> See"Legend to Logs"for Bonng Surface Groundwater Elevation(ft) Total Drive Drop <br /> sampling method, Diarn(in) Elev(ft} -2344 Depth(ft) wt(lbs) Dist(in) <br /> classifications and laboratory . <br /> testing methods 8 51.31 860 140 30 <br /> Well „ a, <br /> Description <br /> Construction p v <br /> 14 stiff,dry(0,0,20,80) <br /> a � <br /> 9 ° <br /> " SAND(SW) tan,trace gravel,fine-to coarse-grained,medium dense,well <br /> 10 graded(0,100,0,0) 1 8 <br /> a a 55 16 <br /> e 20 <br /> p b <br /> . . <br /> ° a <br /> 11 : Same as above(5,95,0,0) 1 8 <br /> ° 60 17 <br /> ' 19 <br /> a ° <br /> A A <br /> . a <br /> 15 Same as above,angular to subangular,fine to coarse gravel(40,60,0,0) 21 <br /> ° 65 25 <br /> 29 <br /> a a <br /> BENTONI <br /> SAND(SP).dark tan,fine-grained,medium dense,moist(0,100,0,0)#3 SAND 8 21 <br /> 70 12 <br /> 14 <br /> 0 020" <br /> SLOTTED <br /> SCREEN <br /> 10 21 <br /> 17 Same as above,wet <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 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 6/12/02 PR Log of Well <br /> 2396MW 1 GPJ Approved by <br /> LOG OF BOREHOLE <br /> Figure (sheet 3 of 4) <br />