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c <br /> 1 <br /> Blown/ Sample USCG DESCRIPTION ogst <br /> FI. No. <br /> Asphalt (4" thick) underlain by gravel backfill (6"). <br /> ML <br /> 2 Sandy silt, fine-grained sand, brown, damp, low <br /> plasticity, hard, no product odor. <br /> 4 <br /> 6 52 S-•5 <br /> 8 CH Clay, brown, damp, high plasticity, hard, no product <br /> odor. <br /> 10 <br /> 39 S-10 <br /> 12 <br /> � CL Sandy clay, fine-. to coarse-grained sand, brown with <br /> x 14 green motiiing, moist, medium plasticity, hard, <br /> no product odor. <br /> 16 .100 5-15 <br /> f <br /> 18- <br /> 20- Increasing moisture to very moist, increasing <br /> 36 S-20 plasticity to high. <br /> 22 Total depth-21.5 feet. <br /> Drilling terminated due to reaching ground water. <br /> Boring backfilled with neat cement. <br /> LOG OF BORING PLATE <br /> — Crystal Cream and Butter Company <br /> 11l i5 RM.n L'tlsw Rlrwrs+'r.I A UMAMMI-V"- 404 West Fremont - p-G <br /> - <br /> PA.OJECT W0. AGS 8696-1 Stockton. California. <br /> d <br />