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SECOR <br /> Inrernattonallnco orated <br /> Logged By Date Drilled Drilling Contractor Project Name Method/Equipment Well Number <br /> ARCO#4932 CAL MOD SPLIT SPOON <br /> CM 816103 CASCADE STOCKTON,CA HOLLOW STEM AUGER EW-5 <br /> See"Legend to Logs"for Boring Surface Groundwater Depth(ft) Total Drive Drop <br /> sampling method, Diam(in) Elev(ft) 30 FIRST Depth(ft) wt(Ibs) Dist(in) <br /> classifications and laboratory 12 NA 32 37 STATIC 410 140 30 <br /> testing methods <br /> Well <br /> Construction a o Descnption a <br /> TRAFFIC HAND4-INCH SIDEWALK CONCRETE SLAB <br /> ° RATED UGE GRAVELLY SAND-FILL <br /> WELL BOX SILTY CLAY w/SAND(CL) very dark grayish brown <br /> e GROUT (lOYR-312), fine grained sand,vertstiff,moist,moderate plasticity, <br /> (0,10,30,60) <br /> 9 O <br /> a o <br /> 5 11 0 <br /> r r 15 SANDY CLAYEY SILT(ML) light olive brown(2 5Y-5/3), fine <br /> 19 grained sand,very stiff to hard,moist,moderate plasticity, <br /> b (0,20,50,30) <br /> e <br /> 30 22 0 1005 <br /> v v 25 <br /> d d <br /> 20 <br /> o e <br /> a . <br /> v v <br /> 15 23 SILTY SAND w/CLAY(SM) dark yellow brown(I OYR-4/4), 0 1010 <br /> 24 fined grained sand,dense,moist,(0,65,30,5) <br /> 27 <br /> BENTONITE <br /> SEAL <br /> #3 SAND <br /> 20 19 0 1015 <br /> 6" 20 SAND wl SILT(SP) brown(1 OYR-4/3),fined grained sand, <br /> DIAMETER, dense,moist,(0,90,10,0) <br /> 0 020" <br /> STAINLESS <br /> STEEL <br /> WRAP <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 location <br /> at the time of drilling and may not be representative of subsurface conditions at other locations or times <br /> Project No 77BP 54932 03 Date 9115/03 DWR Log of Well <br /> 4932EW-3 GPJ Approved by <br /> LOG OF BOREHOLE <br /> Figure (sheet 1 of 2) <br />