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J. H. Kleinfelder & Associates <br /> Job No. S-2314-1 <br />• P <br /> LEACH FIELD 4 late No. XVI <br /> r <br /> Dry Moisture <br /> Density Content Blow <br /> Lbs./Cu. Ft. % Dry Weight Count BORING A Description <br /> 0 <br /> CL Dark Brown to Grey Fine Slightly Sandy <br /> Very Silty Clay. <br /> (Brown Fine Sandy Clayey Silt) <br /> BORING TERMINATED AT 2.0-FOOT DEPTH <br /> NOTES: <br /> 5 - 1. Boring Drilled on 7-18-78. <br /> 2. No Caving Noted. <br /> 3. No Ground Water Encountered. <br /> 0 - --- — - - BORING' B <br /> a. CL Dark Brown to Grey Fine Slightly Sandy <br /> ar Very Silty Clay. <br /> d <br /> U. ML Light Brown Very Fine Very Sandy Silt. <br /> (Very Stiff to Hard) <br /> 5 -_ _ ___ _ - BORING TERMINATED AT 4.0-FOOT DEPTH <br /> l <br /> NOTES: <br /> .. 1. Boring Drilled on 7-18-78. <br /> a 2. No Caving Noted. <br /> 3. No Ground Water Encountered. <br /> C 1 0 CL Dark Brown to Grey Fine Slightly Sandy <br /> Very Silty Clay. <br /> 1 ML Light Brown Very Fine Very Sandy Silt. <br /> (Very Stiff to Hard) <br />_ 5 -- - <br /> JBORING TERMINATED AT 5.9-FOOT DEPTH <br /> NOTES: <br /> 1. Boring Drilled on 7-18-78. <br /> 2. No Caving Noted. <br /> 10 3. No Ground Water Encountered. <br /> 1 <br /> LOG OF BORING <br /> 1 <br />