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Hanover Environmental Services, Inc. <br />1072 Marauder St., Suite 220 <br />Project Number: BEN -103-2P1 <br />Well Log <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 />=1 <br />2 <br />=3 <br />4 1 <br />=5 <br />=8 <br />=7 <br />e 2 <br />:a <br />= 11 <br />=12 3 <br />= 13 <br />= 14 <br />= 15 <br />= 16 4 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />I Number: SB -6 <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 />O 01 3 <br />J <br />0 v � a <br />a y Material Description d a Well <br />ML I Sandy silt -Light brown (7.5YR 6/4), loose, dry. About 30% fine sand, about <br />70% fines with no plasticity. <br />0.3 <br />ML ISift with sand -Light brown (7.5YR 6/4), stiff, dry. About 20% fine sand, about <br />80% fines with no plasticity. <br />ML ISilt with sand -Light brown (7.5YR 6/4), stiff, dry. About 20% fine sand, aboutI I 0.4 <br />80% fines with no plasticity. Moderate cementation <br />ML ISilt with sand -Pale green (5G 6/2), very stiff, dry. About 20% fine sand, about 123 <br />80% fines with no plasticity. Moderate cemented with slight staining and <br />petroleum odor. <br />ML Silt with sand -Pale green (5G 6/2), very stiff, dry. About 20% fine sand, about 9999 <br />80% fines with no plasticity. Moderate cemented with staining and a strong <br />Detroleum odor. <br />