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SECOR <br /> ifnrernarloia!fncorpornted <br /> Logged By Dates Dniled Dnllutg Contractor Project Name Method!$gwpment Bonn&Number <br /> 6/2/00 ARCO 595 Split Spoon <br /> D Wrncele 611!00 West Hazmat 6I00 N Highway 99,Stockton CA CME MW-2 <br /> See- end to Logs"for Boring Surface Groundwater Elevatton(R) Total Drive Drop <br /> �P> >11d Dtatn.(tn) Ekv(f L) Y -26.06 Depth(R) wt(lbs) Drst(ut) <br /> olasificahons and laboratory 18 32 94 -23.26 65.0 140 30 <br /> testis mctlwds <br /> Well g Description E: <br /> Con.truction E" <br /> • 15 @25 <br /> 20 <br /> i <br /> 15 Same as Above 0 MW-2 MC <br /> 30 24 @30 <br /> t 30 <br /> A A <br /> y 11 CLAYEY SILT(ML),Iight brown,very stiff,damp,no 0 MW-2 MC <br /> •� v� 35 24 odor.i nor quartz sand layer,(0,20,60,20) @35 <br /> r 29 <br /> ria CLAYEY SILT(ML),light brown,very stiff,damp,no 10 MW-2 MC <br /> 4,0— <br /> a na odor,(0,10,60,30) 940 <br /> bentowe seal as <br /> ` SANDY SILT(ML),light brown.stiff,(0,30,60,10) <br /> 13 0 MW-2 MC <br /> 4"Slotted 45 18 045 <br /> 0 020 casing 21 SILTY CLAY(CL),black,moist,some gravel,(10, <br /> 0,30,60) <br /> SILTY SAND(SM),gray.fine sand,medium dense,dam. <br /> no odor,(0,70,30,0) <br /> 17 <br /> 22 MW-2 MC <br /> 1 <br /> The substrata descriptions above are generalized repmsentatrons and based upon visual/manual classification of cuttings and/or samples <br /> obtained during drilling Qredomurant matenal types shown on the log may contain different materials and the change from one <br /> predoximmt maternal type to another could be different than mdtcated. Descriptions on this log apply only at the specific location at the <br /> tune of dnllutg and may not be representative of subsurface condition at other locations or tmws <br /> Project No 077 41941 320 Date 9/27/00 Log of Boring <br /> ARC0595 GFJ Figur: <br /> LOG OFBOREHOLE <br /> (sheet 2 of 3) <br />