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GROUND ZERO ANALYSIS <br /> LOG OF WELL MW3 <br /> PROJECT TUFF BOY TRAILERS LOCATION 5151 ALMONDWOOp_DRIVE, MANTECA CA PROJECT NO. -335 <br /> DATE DRILLED 01/22101 LOGGED BY SEAN_GARVEY _ �I REVIEWED BY JOHN P. LANE RG No. 6795 <br />�. DRILLING COMPANY YAW WELL DRILLING DRILLER KEVIN CROSS II" IYIETHd6 HO L W STEM ER <br /> 4 BORE HOLE DIAMETER 8 IN DEPTH DRILLED 20 FT DEPTH TO WATER : INITIAL 9 FT STATIC 7.3 FT <br /> CASING TYPE EVC_F480 DIAMETER 2 IN SCHEDULE 4D 1= <br /> INTERVAL a FT TO 5 FT <br /> SCREEN TYPE _PVc F480 DIAMETER 2 IN SLOT SIZE x.010 IN INTERVAL 5,. FT TO 20FT <br /> I FILTER PACK TYPE '� INTERVAL TO 20 _ET <br /> SURFACE SEAL TYPE CONCRETE FLUSH WELL BOX WITH BENTONITE II INTERVAL a FT TO - 3 FT <br /> COMMENTS: I� PAGE EOF__1 <br /> 1 WELL DEPTH FID SAMPLE 10 U.S.C. I3 DESCRIATION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 2 'j <br /> 0-11/14.5' WELL GRADED SAND (SW): 90-95% FN-CRS, A-SA, W GRDD <br /> 4 SND; 5-10% FNS, 'LS TO M DNS. ERN, NPO, MST TO WET <br /> 0 4 f.. <br /> = 6 5 Sw <br /> TET-11W3-10' <br /> — 10 3 <br /> 0 12 I, <br /> 21 <br /> — i <br /> — 12 11/14.5-16/19.5' SILTY CLAY] W/SAND (CL/ML): 15-20% FN-M, A. W GRDD SND; <br /> 80-85% FNS, L-M DRY STRNGTH, SLW--R DLTNCY, L-M TGHNSS, <br /> L-M PLST,'j STIFF, ERN, NPO, WET <br /> i <br /> 7 CL/ML j <br /> 0 7 <br /> 16 <br /> = 16/14.5-21' SILT (MQ:j� 5% FN, A SND; >957. FNS, N DRY STRNGTH,. <br /> R DLTNCY„L TGHNSS, N PLST, V STIFF, ERN, NPO, WET <br /> 18 <br /> .j <br /> _ TBT-11W3-20' !, <br /> 7 ML <br /> I 13 ff <br /> f I, <br /> I <br /> —22- <br /> -24- <br /> -26- <br /> -28- <br /> -30- <br /> 22426 28sa ED GF ` <br /> O <br /> C'r O <br /> 32 JOH. P �N <br /> LA <br /> 34 No. 67-95 <br /> 36 <br /> of CA <br /> —38- <br /> 40 <br />