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Hanover Environmental Services, Inc. <br />1072 Marauder St., Suite 220 Well Log <br />Chico CA 95973 <br />Project Number: BEN-103-21`1 <br />Well Number: SB-3 <br />Project Name: Bender Rosenthal, Inc. <br />Location: Escalon, CA <br />Drilling Contractor: Fisch Environmental <br />Logged By: Mason McKellips <br />Drilling Method: Geoprobe <br />Date Started: 12-03-09 <br />Total Dept h:12 ft. <br />Depth to Water: NA <br />Borehole Dia. (in): 2" <br />Completed: 12-03-09 <br />Surface Elev.: <br />TOC Elev.: <br />Blank Casing: NA Type: NA <br />Surface Seal Type: Neat Cement <br />Dia. (in): NA Interval (ft bgs): NA <br />Interval (ft bgs) From: 12.0 To: surface <br />Screen: NA Type:NA Slot: NA <br />Filter Pack Type: NA <br />Dia. (in): NA Interval (ft bgs): NA <br />Interval (ft bgs) From: NA <br />Remarks: <br />zF <br />c <br />J <br />> <br />N <br />L <br />CL <br />a <br />v <br />V <br />a <br />U <br />WMaterial <br />Description <br />J <br />m <br />a <br />8 <br />Well Const. <br />ro <br />W <br />A <br />G <br />1!N <br />m <br />D <br />O <br />W <br />N <br />m <br />0 <br />7 <br />3 <br />a <br />7 <br />2 <br />ML <br />Sandy silt - Light brown (7.5YR 614), loose, dry. About 30% fine sand, about <br />70% fines with no plasticity. <br />3 <br />4 <br />1 <br />0.1 <br />5 <br />6 <br />7 <br />e <br />2 <br />SM <br />Silty sand -Light brown (7.5YR 6/4), stiff, dry. About 60% medium to fine sand, <br />0,6 <br />9 <br />about 40% fines with no plasticity. <br />10 <br />11 <br />12 <br />3 <br />SM <br />Silty sand - Light brown (7.5YR 614), stiff, dry. About 60% medium to fine sand, <br />0.2 <br />about 40% fines with no plasticity. <br />13 <br />14 <br />15 <br />16 <br />17 <br />16 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />26 <br />29 <br />30 <br />Page 1 of 1 <br />