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LOG OF EXPLORATORY BORING <br /> PROJECT NUMBER F90-02.01 BORING NO. MW-13 <br /> PROJECT NAME A. Teichert & Son,Inc. PAGE 1 OF 5 <br /> BY D. Buchanan DATE 8113192 SURFACE ELEV. 20.46 ft. <br /> PENETRA- O N fn LITHO- WELL <br /> PTO RECOVERY TION ..J Ld <br /> LU d GRAPHIC DESCRIPTION DETAIL <br /> C✓¢W El E: COLUMN <br /> (PPM) (ft/fty (bless/ft) —� L� <br /> ch <br /> ASPHALT <br /> FILL,SANDY CLAY(Q.),dark grayish brown <br /> (10YR,4/2); 80%low plasticity fines; 20% fine <br /> sand,quartz, trace feldspar; damp, no product <br /> odor. <br /> 5- <br /> 10- <br /> 15 1015 <br /> X. <br /> 20 <br /> REMARKS <br /> Soil boring was drilled using 8-inch diameter hollow-stem auger drilling equipment and sampled with a modified <br /> California split-spoon sampler equipped with stainless steel liners.See anached well details for well construction► <br /> information. <br /> E N <br /> ASSOCIATES <br />