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k <br /> � —_--- _.-------- ---� _------- <br /> — Soii Boring Log <br /> Client:Western Design Well Number Tv-2 Page 1 of 2 <br /> it <br /> PleedVelde Project Number: CA99DE-094 Contractor: Frontier Drilling <br /> Location: 27815 Dodds Road, APN 207-13-03 Drilling Method:6"Solid Stem Auger Elevation: 1250 (map) <br /> 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 /> CL CID y <br /> U O V N <br /> � � N <br /> N C O C L N <br /> N Z 3 a <br /> lU O <br /> CL E E ❑ Cn o L <br /> o cn to a- CO U a Z) Geologic Description Remarks <br /> J0.0-2.5'Hardpan <br /> i <br /> y <br /> 5 70 CL 5.4.6.5' Clay,Silty and Micamous. Dade At 5 Feet,Solt Texture <br /> 10 Yellowish Broom. Slightly Plastic. Damp Sand=40% <br /> 17 Silt--48% <br /> 1e Clay=12% <br /> t <br /> i <br /> I <br /> —10 90 CL 10.0-11.4' Clay. Moderate Yellowish Brown At 10 Feet,Soil Texture: <br /> 29 Plastic. Damp&Firm. S2nd=48% <br /> 50 Silt--35% <br /> Clay--16% <br /> 1 <br /> r — <br /> 1 15 100 CL 15.0-16.0' Clay,Silty&Sandy. Moderate Yellowish <br /> i 23 Brown. Slightly Plastic. Damp&Fre. <br /> i 60 <br /> r <br /> i <br /> i <br /> I i <br /> 20 100 CL 20A-20.5' Clay. Moderate Yellowish Brown. At 20 Feet,Soil Texture: <br /> i so Plastic. Damp&Hard. Sand=54% <br /> I Silt--37% <br /> Clay=8% <br /> r <br /> 100 CL 25.0-25.5' Clay. Pale Brawn Mottled. <br /> s 25 Plastic when Wet. Hard and Dry. <br /> 50R <br /> r <br /> t_ . 30 <br /> { Boring Graphics <br /> i Sand ■ Silt ■ Clay Hardpan <br /> F <br /> Se-c v , B3 <br />