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' GeoHydrologic Consultants, Inc. <br /> BoringlWell Number EW SD Page 1 of 3 <br />' Protect TOC#171 Owner Thrifty Ott Co <br /> Location 1250 N Wilson Way Stockton CA Protect Number GHC 1252 <br /> • Date Drilled 02122/05 Total Depth of Hole 85 ft <br /> Surface Elevation Not Surveyed Depth to Water 49 39 ft <br />' Screen DIA 4 Length 20 Slot Size 0010, <br /> Casing DIA 4 Length 65' 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 /> Q <br /> Well Construction r n 3 Q Soil Description a E <br /> ai cc o m <br /> 12 Dia Sandy Clay (CL) Greenish black(1 Gley 2 511) slightly <br /> Flush well box moist 10-15%fine sand moderate to highly plastic clay <br />' <br /> Concrete very stiff <br /> I <br /> ;ice/r <br /> 5 <br /> � Sandy Clay (CL) Greenish black(1 Gley 2 511) slightly 1 s Ewsas <br /> 12 moist 10-15%fine sand moderate to highly plastic clay <br /> 17 very stiff <br /> 1 <br />' Bentonite Grout 10 <br /> 12 Sandy Silt (ML) Dark reddish grey(1oYR 411) slightly 84 Ew5n-10 <br /> 17 moist 15 20%fine sand moderately plastic silt very stiff <br /> 20 <br /> lie <br />' 15 <br /> n Sandy Sitt (ML) Yellowish brown(10YR 514) slightly 69 Ew5a15 <br /> 4 Dia 20 moist 10-15%fine sand moderately plastic silt very stiff <br /> sch 40 22 <br /> PVC Blank <br /> Gasrng <br /> 20 <br /> 20 Sandy Silt (ML) Yellowish brown(10YR 514) slightly 63 Ew513-20 <br /> 20 moist 10-15%fine sand moderately plastic silt very stiff <br /> 24 <br /> 10 Borehole <br />' 25 <br /> 20 Sand (SP) Brown(10YR 413) slightly moist fine to 107 Ewso-zs <br /> 30 medium sand dense <br /> 35 <br /> 1 <br /> 30 <br /> 21 Sandy Silt (ML) Brown(10YR 413) slightly moist 1520% 1 607 EW50-30 <br /> 24 very fine to fine sand low plasticity silt hard <br /> 29 <br /> 1 <br /> 35 Sandy Silt (ML) Yellowish brown(10YR 514) slightly OVER EW5D-35 <br /> 20 moist 15-20%fine sand moderately plastic sett hard <br /> 25 <br /> 30 <br />