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SECOR <br /> Internatsonallnco rated <br /> :Lo:BJ <br /> d By Date Drilled Drilling Contractor Project Name Method/Equipment Well Number <br /> CHEVRON#92396 SPLIT SPOON <br /> 5114102 WATERMARK ACAMPO,CA HOLLOW STEM AUGER MW-2 <br /> See"Legend to Logs"for Bonng Surface Groundwater Elevation(ft) Total Drive Drop <br /> sampling method, Dram(in) Elev(ft) $Z -23 44 Depth(ft) wt(lbs} Dist(in) <br /> classifications and laboratory <br /> testing methods $ 51.31 86.0 140 30 <br /> w 0o p a <br /> � V <br /> Well a 3 Description <br /> Construction o- 2 A <br /> 22 <br /> 4 <br /> v ° <br /> ° 8 SANDY LEAN CLAY(CL) yellowish brown,fine-to medmm-grained 22 <br /> 14 sand,subangular,stiff(0,30,10,60) <br /> ! <br /> 30 19 <br /> b b <br /> a a <br /> 10SILT with SAND(ML) yellowish brown,fine-to medium-grained sand, 19 <br /> 12 stiff,dry(0,30,60,10) <br /> 35 16 <br /> q, 11SAND(SP) yellowish brown,few silt,fine-to medium-grained,medium <br /> dense,dry,poorly graded(0,95,5,0) <br /> a a <br /> ` 9 LEAN CLAY(CL):yellowish brown,fine-grained sand,stiff,dry 1 8 <br /> 16 (0,10,20,70) <br /> ° 40 25 <br /> 4 R <br /> S a <br /> ! r <br /> A A <br /> 7 FAT CLAY(CL) olive green,stiff,dry(0,0,0,100) 16 <br /> 12 <br /> o ° 45 16 <br /> ° p <br /> 8 O <br /> 10 15 <br /> 12 LEAN CLAY(CL):olive green,traces of gravel and coarse-grained sand, <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 matenats 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 dnlling 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 /> 2396MW 1 GPJ Approved by <br /> LOG OF BOREHOLE <br /> Figure (sheet 2 of 4) <br />