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AMERICANGEOLOGICALS$EBYICES.INC.� Solt Boring Log <br /> Client:western Design Well Number: TV-2 Page 2 of 2 <br /> 1 Proe Velde Project Number: CA99DE-094 contractor: Frontier Drilling <br /> Location: 27815 Dodds Road,APN 207-13-03 Drilling Method:„Solid Stem Auger Elevation: 125' (map) <br /> I Date Started: 05/11/99 Date Completed: 05/11/99 Angle: Vertical Bearing: <br /> Total Depth: 51.0 FT Water Depth: NA Logged By: RRG Reviewed By: GTW <br /> a of <br /> y a <br /> _ CL C] N O <br /> N C CiIII CL <br /> G N N <br /> v N O M <br /> CL CL E E Cl 3 — v U <br /> (n U) UL m c°v li n Geologic Description Remarks <br /> i 30 2 <br /> 10 100CL At 30 Feet,Soil Texture: <br /> 30.0-31.o Clay,Light Brown. Sand=50% <br /> Damp&Plastic. Silt--33% <br /> Clay=16% <br /> 35 100 CL 3S.0-35.5' Clay. Pale Brown. Damp&Plastic_ <br /> 50 At 35.5,Clay,Sandy. Medium Brown. Slightly <br /> Plastic&Damp. <br /> i <br /> 40 100 ML 404.41.5' Silt,Light Grayish 8- <br /> 18 Hard&Damp. Friable. <br /> 24 <br /> 35 <br /> r <br /> —45 70 SM 45.0-45_T Sand,Light Yellowish Brown. <br /> 23 Silty. Damp and loose. <br /> EE I <br /> k + - <br /> 40 CL 50.0-51.0' Clay_ Pale Brown.Dry&Hard.. At 50 Feet,Hydraulic <br /> 50 24 Plastic when Well. Conductivity+ <br /> 50 9.9E-8 <br /> At 50 Feet,Soil Texture: <br /> Sand=22% <br /> End at 51.0' Silt--27% <br /> Clay=50% <br /> —55 <br /> i <br /> 60 <br /> Boring Graphics <br /> Sand ■ Silt ■ Clay ■ Hardpan <br /> ` Sec V, Lf <br />