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SECOR <br /> lrslmrartaaa!me rated <br /> I-0ggod By Date Dniled Dnlhng Ctintmctor Project Naine MethoLVE_quipment Baring Number <br /> Preeiston Chevron 9-2033 <br /> C.Melancon 8/30/011 Sampling 108 W Charter Way,Stockton,C Direct Push SB-2 <br /> See" ogend to l"g, for Bunrig surf-Ace Groundwater Del�di(ft Total Dnv4 Drop <br /> carnpling rrnttliod Dian-L(111) Ek.v(ft) $�45 5 First Encountered Depth([t) wt(lbs) Dist(in) <br /> tlas9frcationsarid laboratory 2-inch NA T 20 Stabilized 850 NA NA <br /> testis method~ <br /> T a [ <br /> tic z <br /> Boring Deacnption " <br /> Abandonment u <br /> O <br /> V) C" <br /> fv�v <br /> Grades t0 <br /> SANDY CLAY (CL,) with silt Dart.Greerueh Gray(5GY 311) fine--rained <br /> �a e ,and very s,Uft,moist medium plasticity (0 30 15 55) <br /> •oe 0 SB-2 <br /> o @78 <br /> V e' SILTY SAND(SM) Dark Greenish Gray(5GY 311) tine grained-and moist <br /> %'s;; gp to wet (0,80,20,0) <br /> 4 0 SB-2 <br /> a o r SAND(SP) with silt Dark Greerush Gray(5GY 3/1),fine grainedsand very q80 <br /> b va derise wet (0 90 10 0) <br /> `v 0 SB-2 <br /> @83 5 <br /> 85 At 85'sand heaved into drive casing <br /> 90- <br /> 95— <br /> The <br /> 095The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or samples <br /> obtained during drilling Predominant material types shown on the log may contain different materials and the change from one <br /> predomuiant material type to another could be different than indicated Desenptions on this log apply only at the specific location at the <br /> tune of drilling and may not be representative of subsurface conditions at other locations or tortes <br /> Project No 077 41991 017 Date August 2000 Log of Bonng <br /> 92033 GPJ Figure <br /> LAG OF BOREHOLE <br /> (sheet 4 of 4) <br />