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+ - Soil Boring Log <br /> AMERICAN G EOLOGICALStevi C ES,INCL <br /> r Client:Western Design Well Number: JDS-1 Page 2 of 2 <br /> Project Project Number: CA99DE-112 Contractor: Frontier Drilling <br /> Joe Da Silva _ <br /> Location: 27398 Dodds Road, Escalon, CA Drilling Method:6" Solid Stem Auger Bevation: 125' (map) <br /> Date Started: 09/22/99 Date Completed: 09/22/99 '9": Vertical Bearing: <br /> Total Depth: 41.0 FT Water Depth: NA Logged By: RRG Reviewed By: GTW <br /> L <br /> o <br /> 1 N V > <br /> CL U d) r/1 <br /> Cn 1as <br /> C <br /> w -p Z V 3 CO <br /> (If V C7 E dci cA <br /> S. E E p o - U <br /> W a �o ca a m � <br /> Geologic Description Remarks <br /> 17 <br /> _ 22 <br /> ns SM 30.".5'Sand. Light Brown. Loose&Damp. At 31.5 Feet,Soil Texture: <br /> _ <br /> Sand--77% <br /> Silt-14% <br /> Clay--9% <br /> Clay on auger flights <br /> �.. <br /> —35 90 SM 35.036.5 Sand,Clayey. Coarse. Dark Brown At 36.5 Feet,Soil Texture: <br /> 17 Damp 8,Loose Sand--95% <br /> 19 Silt--2% <br /> zs <br /> Clay-3% <br /> i <br /> 40 90 <br /> _ SM 40.O41.17 Sand,as above. At 40.5 feet.Sod Te#we: <br /> snp Silt-4% <br /> — Clay% <br /> I..D..841.0 Feet <br /> 45 <br /> —50 <br /> —55 <br /> 60 <br /> Boring Graphics <br /> Sand ■ Silt ■ Clay Hardpan <br /> IRC-2 <br />