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sECOR <br /> International Inco rated <br /> =LoggedDate Drilled Drilling Contractor Project Mame Method/Egmpment Well Number <br /> CHEVRON#92396 SPLIT SPOON <br /> 5115/02 WATERMARK ACAMPO,CA HOLLOW STEM AUGER MW-3 <br /> See"Legend to Logs"for Boring Surface Groundwater Elevation(ft) Total Drive Drop <br /> classisampfications <br /> �dy�, Diam(in) Elev(ft) -2323 Depth(ft) wt(lbs) Dist(in) <br /> ) <br /> classifications and laboratory <br /> testm methods 8 5054 85.0 140 30 <br /> u <br /> Well w <br /> Construction ��, m Description <br /> TRAFFIC SAND with SILT(SP-SM):light brown,fine-grained sand,subangular, <br /> RATED loose,dry,poorly graded(0,40,10,0) <br /> WELL BOX <br /> b b <br /> 6 SAND with SILT(SW-SM):light brown,fine-to coarse-grained, 22 <br /> 5 26 subangular, medium dense,dry,well graded(0,90,10,0) <br /> t <br /> . • <br /> A h <br /> 11 SANDY SILT(ML):light brown,fine-to medium-grained sand,subrounded 23 <br /> 16 to rounded,very stiff,dry(0,35,50,15) <br /> 10 22 <br /> O 4 <br /> f f <br /> a e <br /> t t 11 SANDY SILT(ML):light brown,fine-to medium-grained sand,subangular 21 <br /> 15 to subrounded,very stiff,dry(0,30,50,20) <br /> ti r 15 22 <br /> 4 4 <br /> i b <br /> A ' 13 SILT(ML):greenish gray,very stiff,dry,biotite mica grains(0,0,80,20) 21 <br /> 18 <br /> ° <br /> 20 22 <br /> a s <br /> ° 10 ' ' ' SAND(SW) yellowish orange,fine-to coarse-grained,subangular to 18 <br /> 20 ounded medium dense well graded 0100 0 0 <br /> The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or <br /> samples obtained dunng 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 77CI 92396.00.0170Date 6/12/02 PR Log of Well <br /> 2396MW2 GPI Approved by <br /> LOG OF BOREHOLE <br /> Figure (street 1 of 4) <br />