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J. H. Kleinfelder & Associates <br /> I <br /> Job No. S-2314-1 <br /> „ BORINGS 6 & 7 Plate No. VIII <br /> I <br /> Dry Moisture <br /> .� Density Content play <br /> Lbs.i Cu. Ft. °: Dry Weight Count * B-6 <br /> 0 Description <br /> CL Dark Brown-Grey Fine Slightly Sandy <br /> :- <br /> 115 15 22 Very Silty Clay. <br /> (Color to Brown) (Very-Stiff) <br /> i CL Brown Silty Fine Very Sandy Clay. (Very- <br /> 119 13 18 Stiff) <br /> 5 <br /> r <br /> CL Brown Very Silty Clay/Very Clayey Silt. <br /> 10 27 ML (Very-Stiff) <br /> CL Mottled Brown Silty Clay with Black <br /> T <br /> Stains. (Very-Stiff) <br /> ,•� i BORING TERMINATED AT 11.5-FOOT DEPTH. <br /> d NOTES: <br /> j d 1. Boring Drilled on 7-26-78. <br /> �- IS 2. No Caving Noted. <br /> C <br /> 3. No Ground Water Encountered. <br /> f <br /> t <br /> 1 B-7 <br /> ar, 0 <br /> CL Dark Brown-Grey Fine Slightly Sandy <br /> 106 20 28 Silty Clay. <br /> CL Mottled Brown With Light Brown Streaks <br /> CL and Cemented Particles, Silty Clay. <br /> 98 9 17 (Very-Stiff) <br /> 5 IML Brown Clayey Fine Very -Sandy Silt. (Very- <br /> SM Stiff) <br /> ML Brown Clayey Fine Very Sandy Silt/Clayey <br /> Very Silty Fine Sand. (Very-Stiff) <br /> CL Grades with More Clay Brown Silty Fine <br /> 10 42 SC Very Sandy Clay, Silty Clayey Fine Sand. <br /> CL Mottled Brown Silty Clay. (Hard) <br /> (Colors Mottled Brown-Grey) <br /> ---777 BORING TERMINATED AT 11. 5-FOOT DEPTH. <br /> NOTES: <br /> 1. Boring Drilled on 7-26-78. <br /> 15 2. No Caving Noted. <br /> 3. No Ground Water Encountered. <br /> LOG OF BORING <br />