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AMERICAN9EOLOGICALSERVICES NC Soil Boring Log <br /> i. client:Western Design Well Number: JDs-1 Page 1 of 2 <br /> Project Project Number: Contractor. <br /> Joe Da Silva CA99DE-112 Frontier Drilling <br /> Location: 27398 Dodds Road, Escalon, CA Drilling Method: Elevation: <br /> _ 6"Solid Stem Auger 125' (map) <br /> Date Started: 09/22/99 Date Completed: 09/22/99 Angle: Vertical Bearing. <br /> Total Depth: 41.0 FT Water Depth: NA Logged BY RRG Reviewed By: GTW <br /> Ets o <br /> rn > <br /> 1 Ci U N O <br /> y C p C L CO y 46 <br /> h <br /> r z a Of all <br /> d l0 GO 0 <br /> m U c <br /> E m m o a o a <br /> 0 <n to a m U a D Geologic Description Remarks <br /> awtog=- SM Sand,Silly Light Brown. Lome&Dry. <br /> I <br /> �—5 60 SC 5.0-6.5 Sand.Clayey. 1 mm. Medium Reddish At 6.5 Feet,Soil Texture'. <br /> lYBrown,Damp&Loose Sand=-88% <br /> Clay-3% <br /> v i <br /> 10 90 SAA 10.0.11.5'Sand,fine grained&Sifty. (025 mm). At 115 feet Soil Texture_ <br /> 33 Light Gray&Brown Mottled. Damp& Sant1=78% <br /> 37 Loose. Silt--20% <br /> 50 Clay--3% <br /> Lost Sampler @ 10' <br /> 15 90 ML 15.0-16.0 SIR,Micaceous. Light Gray. Hard. <br /> 15 At 16.0 feet Soil Texture: <br /> Sand-59% <br /> 50(6 <br /> Sift--36% <br /> Clay--5% <br /> i <br /> Lost Sampler @ 15' <br /> 20 90. ML 20.0.21.0 Sift,Clayey&Fine-Grained Sand.Med. <br /> 17 Yellowish Brown. Damp. At 21.5 feet,Soil Texture: <br /> 23Sand=47% <br /> 50(6, Silt=50% <br /> Clay--3% <br /> ^" <br /> —25 r. _ 90 SC 25.0-26.5 Sand,Clayey. Medium Brown. At 25 Feet,Soil Texture: <br /> 15 Sand--87% <br /> — 27 Silt--8% <br /> 3o Clay--5% <br /> 30 <br /> r Boring Graphics <br /> ■ Sand ■ Sift ■ Gay Hardpan <br /> IIIC-1 <br />