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J. H. Kleinfelder & Associates <br /> Job No. S-2282-1 <br /> BORING 1 Plate No. III <br /> Dry M.ht.ro <br /> Y. ConMnf Slew DoudOflsn <br /> 0 Lb./C . <br /> Dry WoiShf co..t* <br /> X SM Grey-Brown Silty Fine Sand. <br /> 109 10 9 (Loose) <br /> 108 9 8 '.SM Grades to Brown Silty Fine Sand <br /> with Visible Voids . (Loose) <br /> 5 106 9 14 <br /> € S P Grey-White Clean Medium Sand. <br /> 10 92 3 11 (Loose) <br /> 'sE€ <br /> ar <br /> LL 15 100 26 16 U it <br /> Grey Clayey Silt . (Medium-Stiff) <br /> C <br /> .r M Brown Silty Fine Sand . (Medium- <br /> Dense) <br /> d 20 19 <br /> D <br /> 25 40/6" <br /> 30 HL Brown Fine Sandy Silt. (Stiff) <br /> BORING TERMINATED AT 30.0-FOOT DEPTH. <br /> NOTES : <br /> 1 . Boring Drilled on 1-20-78. <br /> 2. Minor Caving Below 15 .0 Feet . <br /> 3 . Free Ground Water at 14.0 Feet . <br /> 4 . The Lines Indicating the <br /> Transition Between Different <br /> Soil Types Represent Approximate <br /> Boundaries . The Transition May <br /> LOG OF BORING Be Gradual. <br />