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• <br /> Hanover Environmental Services, Inc. <br /> 1972 Marauder St., Suite 220 Well Log <br /> Chico CA 95973 <br /> Project Number: BEN-103-2P1 Well Number. SB-5 <br /> I <br /> Project Name: Bender Rosenthal, Inc. Location: Escalon, CA j <br /> I <br /> Drilling Contractor: Fisch Environmental Logged By: Mason McKellips <br /> Drilling Method: Geoprobe Date Started: 12-03-09 Total Depth:21 ft. =Depth to Water. NA <br /> Borehole Dia.(in): 2' Completed: 12-03-09 Surface Elev.: TOC Elev.: <br /> i Blank Casing: NA Type: NA Surface Seal Type:Neat Cement <br /> Dia.(in): NA Interval (ft bgs): NA Interval(ft bgs)From: 21.0 To: surface <br /> Screen: NA Type:NA Slot:NA Filter Pack Type: NA <br /> Dia.(in): NA Interval(ft bgs):NA Interval (ft bgs)From: NA <br /> Remarks: <br /> o <br /> z >� � � '$ E <br /> • m o u V � a <br /> c CL <br /> E E 3 a tom) Material Description 'S S Well Const. <br /> o a o <br /> A rn a) M 0 n 3 'a <br /> 1 <br /> 2 <br /> 3 <br /> 4 1 ML Sandy silt-Light brown(7.5YR 6!4),loose,dry.About 30%fine sand,about 0.5 <br /> 70%fines with no plasticity. <br /> 5 <br /> e <br /> 7 <br /> 8 2 SWI Well graded sand wtth silt-Light boron(7.5YR 6/4),loose,dry.About 80% 0.3 <br /> 9 SM coarse to fine sand,about 20%flnes wtih no plavtioly. <br /> 10 <br /> 11 <br /> 12 3 ML Sandy silt-Light bwvn(7.5YR 614),very still,dry.About 30%fine sand,about 0.5 <br /> 13 70%fines with no plasticity. <br /> 14 <br /> 15 <br /> 10 4 ML Sit-Light brown(7.5YR 614),stiff,dry.About 10%very fine sand,about 90% 0.3 <br /> fines with no plasticity. <br /> 17 <br /> 1s <br /> 19 <br /> 20 Spl Poorty graded send with sill-Light brown(7.5YR 614), loose,dry.About 90% 0.7 <br /> SM medium to fine sand,about 10%fines with no plastidty. <br /> 21 5 <br /> 22 <br /> 23 <br /> 24 <br /> 25 <br /> 26 <br /> 27 <br /> 25 <br /> 29 <br /> 30 <br /> Page 1 of 1 <br />