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GeoHydrologic Consultants, Inc. <br /> BonnglWell Number EW 5S Page 1 of ? <br />' Protect TOC#171 Owner Thnfty Oil Co <br /> Location 1250 N Wilson Way Stockton CA Protect Number GHC 1252 <br /> Date Drilled 02/23/05 Total Depth of Hole 60 ft <br /> Surface Elevation Not Surveyed Depth to Water 48 48 ft <br />' Screen DIA 4 Length 20 Slot Size 0 010 <br /> Casing DIA 4 Length 40 Type 2112 Sand <br /> Drilling Company West Hazmat Drilling Corporation Anaheim CA Drill Method Hollow Stem Auger <br />' Driller Rob Log By Jason E Shaw <br /> 2 <br /> (o U R <br /> Well Construction a� N o Sod Description a E <br /> a E o 0 m <br /> In N = m C7 "� <br /> 12 Dia Sandy Silt (ML) Brown(10YR 413) slightly moisl 10-15% <br /> Flush well box very fine to fine sand moderately plastic slit very stiff <br />' Concrete <br /> 5 <br /> 12 Sandy Silt (ML) Brown(10YR 413) slightly moist 10-15% lea <br /> 12 very fine to fine sand moderately plastic silt very stiff <br /> 12 <br />' Bentonite Grout 10 <br /> 9 Sandy Silt (ML) Brown(10YR 4/3) slightly moist 10 15% 125 <br /> 10 very fine to fine sand moderately plastic silt very stiff <br /> 12 <br /> 15 <br /> 10 Sandy Silt (ML) Brown(10YR 513) slightly moat 15-20% 113 'I <br /> 4 Dia 10 very fine to fine sand moderately plastic silt with fine <br /> Sch 40 10 gravel very stiff <br /> PVC Blank <br />' Casing <br />' 20 <br /> 18 Sandy Silt (ML) Pale brown(10YR 6I3) slightly moist 20 146 <br /> 20 25%very fine sand low to moderately plastic silt very stiff <br /> 22 <br />' 10 Borehole <br />' 25 <br /> 18 Sand (SW) Dark yellowish brown(10YR 414) slightly 285 <br /> zo moist fine to coarse sand moderately dense <br /> 30 <br />' 20 Sandy Silt (ML) Brown(10YR 513) slightly moist 15-20% 598 <br /> 24 very fine to fine sand low plasticity silt trace tine gravel <br /> hard <br /> • <br /> 1 <br /> 35 Silt (ML) Yellowish brown(10YR 613) slightly moist low 251 <br />' 20 to moderately plastic silt very stiff <br /> 24 <br />