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GEOPROBE CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> pro slow LOG <br /> (Ppmr) Counts <br /> 24 24 <br /> 26 zs SILT stiff,brown damp,no odor <br /> 28 28— <br /> 30 30 <br /> Lu 32 32 <br /> 0 34 34 <br /> z 00 <br /> 09 3 M SILT. soft,bluish-gray,moist,no odor <br /> 36 36 <br /> m 38 38 <br /> CIL '0 <br /> 40 ao <br /> 42 42000 <br /> 44 44 <br /> 'as as SILT with clay stiff,greyish-brown,damp,no odor <br /> 48 48 '000 00'1 <br /> I I I I I t 12.1.11_el <br /> Inch Radius 0 2 4 6 <br /> Explanation Contacts <br /> GeoProbe 1 <br /> Water level incornpietedwell Solid whorecortarn <br /> Q First water found during dnlr"V ••• Dotted where approxtmate Shag Service Station WIC#204-7525-0104 Page <br /> 6131 Pacific Avenue 2 of 3 <br /> E3Location of recovered dnn sample — — Dashad where uncertain Stockton,CA <br /> Well Number <br /> - Location of sample sealed for elXA, Hachured where gradaLpnal DrW" er <br /> diemiew anaiYM ORD J Paradta <br /> sat K Fatinrwted permeability Data: Geo-1 <br /> ® Swva sample (hydraulic conductrvdy) October 25 1995 <br /> IK-primary 2K-secondary ` ey J Parade Job Nurttber <br /> ® Continuous Cora �� <br /> rA No Recovery Doc November tl 1995 93-47-0020 <br />