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J. H. Kleinfelder 8t Associates <br /> I <br /> Job No. S-2314-1 <br /> "ff BORING 3 Plate No. V <br /> DryMohturo <br /> A Density Consent Blo. <br /> Lb,.,C.. Ft. oa Dry Weight cou of De cription <br /> 0 <br /> 8 37 CL Dark Brown-Grey Fine Sandy Very Silty <br /> �• Clay. (Very-Stiff) <br /> ML Light-Brown Very-Fine Very-Sandy Silt. <br /> (Hard) <br /> ae <br /> 50 <br /> 5 (Grades with More Moisture) <br /> l <br /> .� 10 <br /> 102 22 19 CL Mottled Brown Very Silty Clay. (Very- <br /> Stiff) <br /> :n <br /> d <br /> Q 15 <br /> :a <br /> "•' 35 ML Brown Clayey Very-Fine Sandy Silt. <br /> (Partially Cemented) (Hard) <br /> -� (Grades Mottled Brown) (No Cementation) <br /> i <br /> a 20 <br /> v <br /> BORING TERMINATED AT 20.0-FOOT DEPTH. <br /> NOTES: <br /> 1. Boring Drilled on 7-18-78. <br /> 2. No Caving Noted. <br /> AN 3. No Ground Water Encountered. <br /> �1 <br /> LOG OF BORING <br /> I <br /> J <br />