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Hanover Environmental Services, Inc. <br />1072 Marauder St., Suite 220 Well Log <br />Project Number: BEN -103-2P1 <br />Project Name: Bender Rosenthal, Inc. <br />Drilling Contractor: Fisch Environmental <br />Drilling Method: Geoprobe Date Started: 12-03-09 <br />Borehole Dia. (in): 2^ Completed: 12-03-09 <br />Blank Casing: NA Type: NA <br />Dia. (in): NA Interval (ft bgs): NA <br />Screen: NA Type: NA Slot: NA <br />Dia. (in): NA Interval (ft bgs): NA <br />Well Number: SB -4 <br />Location: Escalon, CA <br />Logged By: Mason McKellips <br />Total Depth: 16 ft. Depth to Water: NA <br />Surface Elev.: TOC Elev.: <br />Surface Seal Type: Neat Cement <br />Interval (ft bgs) From: 16.0 To: surface <br />Filter Pack Type: NA <br />Interval (ft bgs) From: NA <br />=1 <br />or <br />z <br />r <br />c <br />i� <br />- <br />at <br />o <br />as <br />m <br />sG <br />a <br />a, <br />E <br />m <br />CL <br />o <br />3 <br />V <br />v <br />Material Description <br />- <br />a <br />a <br />0.1 <br />�+ <br />about 40% fines with no plasticity. <br />D <br />U1 <br />W <br />m <br />U' <br />d <br />=1 <br />2 <br />SM <br />Silty sand - Light brown (7.5YR 614), loose, dry. About 60% medium to fine sand <br />0.1 <br />3 <br />about 40% fines with no plasticity. <br />4 <br />1 <br />5 <br />8 <br />7 <br />e <br />2 <br />SW/ <br />Well graded sand with silt - Light brown (7.5YR 614), loose, dry. About 80% <br />1.2 <br />9 <br />SM <br />coarse to fine sand, about 20% fines with no plasticity. <br />10 <br />11 <br />12 <br />3 <br />ML <br />Silt - Light brown (7.5YR 6l4), stiff, dry. About 10% very fine sand, about 90% <br />0.3 <br />13 <br />fines with no plasticity. <br />14 <br />1s <br />16 <br />4 <br />ML <br />Silt - Light brown (7.5YR 6l4), stiff, dry. About 10% very fine sand, about 90% <br />fines with no plasticity. <br />0.4 <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 />