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s <br /> J. H. Kleinfelder & Associates <br /> Job No. S-2314-1 <br /> BORING 9 & 10 Plate No. X <br /> Dry Moisture <br /> Density Content Blow <br /> 0 Lbs.ICu. if. % Dry Weight Count 't B-9 Description <br /> CL Dark Brown Fine Slightly Sandy Silty Clay. <br />• 124 7 37 ML Dark Brown to Grey Fine Very Sandy Silt. <br /> (Very Stiff) <br /> 5 (Colors Light Brown) <br /> s <br /> 78 (Grades Brown to Grey With Less Sand) (Hard <br /> ML Reddish-Brown Clayey Fine Very Sandy Silt. <br /> ML (HardO <br /> Tan-Grey With Rust Stains Silt. (Hard) <br /> 10 46 CL Grey Silty Clay. (Hard) <br /> ML Mottled Grey to Tan With Rust Stains Claye <br /> CL Silt. <br /> Mottled Brown Silty Clay. (Stiff) <br /> d <br /> (Colors to Mottled Grey to Brown) <br /> 4, 15 <br /> 71 BORING TERMINATED AT 13.0-FOOT DEPTH <br /> C NOTES: <br /> 1. Boring Drilled on 7-26-78. <br /> .0 2. No Caving Noted. <br /> +. 3. No Ground Water Encountered. <br /> a <br /> as <br /> B-10 <br /> 0 <br /> CL Dark Brown to Black Fine Slightly Sandy <br /> Silty Clay. (Very Stiff) <br /> 118 11 29 <br /> CL Mottled Brown with White Stains, Silty <br /> Clay, Slightly Moist. (Very-Stiff) <br /> 5 48 ML Dark Brown to Grey Very Clayey Fine Sandy <br /> ML\ Silt. (Hard) <br /> M Dark Brown Clayey Fine Very Sandy Silt. <br />_ <br /> Night <br /> Hard ) <br /> Brown Fine Very Sandy Silt. (Hard) <br /> SP Brown Slightly Silty Fine Sand. (Medium <br /> 10 8 21 Dense) <br /> & CL Grey Very Silty Clay. (Very Stiff) <br /> J Colors Brown With Black Stains and Less <br /> Silty. <br /> J <br /> LOG OF BORING <br />