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Soil Boring Log <br /> client: stern Design well Number: N-3 Page 1 or 2 <br /> Pro'ect Project Number: Contractor: <br /> e Velde CA99DE-094 Frontier Drilling <br /> Location:. 27815 Dodds Road, APN 207-13-03 Drilling Method:6"Solid Stem Auger Elevation: 125' (map) <br /> Date Started: 05/11/99 Date Completed: 05/11/99 Angle: Vertical Bearing: <br /> Total Depth: 31.0 FT Water Depth: NA Logged By: RRG Reviewed By: GTW <br /> E .0 <br /> y <br /> U Vi <br /> 0 U) N <br /> N — z a 3 CL <br /> O C c V <br /> E <br /> CL E m 3 � v U <br /> cc v o m <br /> o cn a m a Geologic Description Remarks <br /> 0.03.5'Hardpan <br /> i <br /> 5 100 SP 5.03.0' Sand,Caliche Cemented. Poorly Sorted. At 5 Feet,Soil Texture: <br /> 50 Coarse,Grains up to 5mm. Moderate Brown. Sand=58% <br /> i Hard andDrY but Friable when Broken. Silt--29% <br /> i <br /> Clay--12% <br /> i —10 100 $P 10-0-10.4 Sand,as above. Moderate Brown to <br /> 6015 Pale Yellowish Brown. <br /> i <br /> s — <br /> Softening at 13' <br /> I <br /> 5 100 SW 15.0-1S.T Sand,Medium Grained- Pale <br /> 24 ML Yellowish Brown. <br /> 60 15.7-16.0' Silt,Clayey. Pale Yellowish Brown. <br /> Hard and Dry. Friable. <br /> 20 80 ML 20.0.205 Silt,Clayey. Pale Yellowish Brown. <br /> 29 Slightly Plastic- Firm and Damp. Root Casts- <br /> .. 50 <br /> i <br /> d._ <br /> 25 90 ML 25.0-25.2' Silt,Clayey. Moderate Yellowish Brown. <br /> SP Moderately Plastic. Firm and Damp. <br /> 21 25.2-26.0 Sand,Medium Grained. Pale Gray Brow <br /> 27 Loose and Damp. <br /> 30 <br /> Boring Graphics <br /> Sand ■ Silt ■ Clay Hardpan <br /> f <br /> Sec, V + � 5 <br /> i <br />