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Former Moresco Property Baring Dia. 10": <br /> 1x855 Gawne Rd. LOG OFBORING MW-1 <br /> Stockton, CA rot.Depth 710'Project No.251.3 (Page 3 of 3) Casing Depth :170' <br /> Casing Dia. :4" <br /> Date 412199 Screen Interval <br /> w r ---r Drilling Method HSA Slot Size <br /> lUgu uL Driller :V&W Drilling . Filter Pack :93-110' <br /> Technics Logged By :MMemi Annular Seal :90-93' <br /> Grout :0-90' <br /> Inc. Water Depth :+1-95' <br /> v Well:MWA <br /> Depth <br /> p Elev.: <br /> inLab Time v DESCRIPTION_ U) 0VM. <br /> Feet Sample o rV (ppm) <br /> a0 _ C7 <br /> 80 <br /> 4o SAND-brown,fine to very coarse grained, loose, moist. SW 0 <br /> 85 <br /> SAND-grey,ve rained cemented <br /> 09:41 spvery fine 9 very moist. SP 0 <br /> Incomplete Core. <br /> 90' <br /> X 09:51 37 CLAY-grey,hard,crumbly,dry.. CL 0 <br /> 55 <br /> 95. <br /> 10:07 26 SILTY SAND-orangish brown,very fine to fine grained, SM 0 <br /> 40 soft, cemented nodules,wet. <br /> 100- <br /> 27 <br /> 10:20 34 SILT-brown, soft, root tubes, cemented nodules. ML o <br /> 50 <br /> . l <br /> 105 <br /> 10:30 45 SANDY CLAY-brown,fine grained, crumbly,slightly CL 0 <br /> 013 plastic,pyrite. <br /> i <br /> EX 10:42 32r6DW—orangish brown,slightly plastic. CL o <br /> N <br /> Tj <br /> m <br /> O . <br /> a <br /> _ 115 <br /> V W <br /> N <br /> 9 120 <br /> i , <br />