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Soil Boring Log <br /> RI Ql.OPI CAL SEISVICES-I N9. <br /> Client:Western Design Well Number: TV-1 Page I of 2 <br /> P r1ee cte I d e Project Number, CA99DE-094 Contractor: Frontier Drilling <br /> Location: 27815 Dodds Road,APN 207-13-03 Drilling Method:6" Solid Stem Auger Elevation- 125' (map) <br /> Date Started: 05/10/99 Date Completed: 05/10/99 Angle: Vertical Bearing: <br /> Total Depth: 35.8 FT Water Depth: NA Logged BY: RRG Reviewed BY: GTW <br /> .0 CD <br /> LO <br /> CL > <br /> Ci <br /> 6 <br /> CL <br /> 0 <br /> E <br /> a E E 2 <br /> 0 M W a 0 0 0 LO <br /> 0 en (n FL M 0 CL 0 Geologic Description Remarks <br /> IVIL 0-3.0* Sift,Clayey, Moderately Plastic. Damp <br /> 3.0-4.5'Hardpan,Pale Yellowish Brown <br /> s. <br /> —5 60 ML S."O Clayey Silt,as Above At 5 Feet,Soil Texture: <br /> 8 SC 6.041.5' Sand,Silty&Clayey. Pale Yellowish BrovvF Sandw78% <br /> — <br /> 12 -Light Brown-Mottled. Loose&Damp. Si"- % <br /> L 14 Clay=12% <br /> —10 90 ML 10-0-11.5'Sift,Clayey. Medium Brown- At 10 feet,Soil Texture: <br /> 14 Mottled. Hard and Damp Send--42% <br /> 23 Silt--43% <br /> so Clay--14% <br /> i. <br /> —15 90 SW 15.0-16.0' Coarse Sand Layer. Loose. <br /> 12 ML Grains 2-3 mm. <br /> 15 16.0-16.5' Sift,Clayey.as Above.Light Brown. <br /> 24 <br /> 90 SC 20.D-20.5' Sand,Clayey,Loa". Grain Size to 1 mre <br /> 20 11 Light Brown <br /> 25 ML 20.5-21.5 Silt Pale Yellow Brown. Stiff,Micaceous, <br /> 50 <br /> —25 90 ML 25.0-26.5" Sift. Palo Yellow Brown. Hard. At 25 Feet,Soil Texture: <br /> Micooeous. Open Root Casts.14 Sand=28% <br /> 24 Silt--49% <br /> 28 Clay--22% <br /> 30 <br /> Boring Graphics <br /> Send ■ Sift ■ Clay Hardpan <br /> Sec V, B I <br />