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nt� <br /> 4 - Asphalt concrete over agar base 0 _ <br /> Dark grayish brawn silty clay-CH <br /> 7 1 <br /> M <br /> Light brown clayey fine sandy <br /> silty - ML 0 r <br /> 5 5 z rn <br /> 26■m 2 black and white mottling o Z <br /> � I <br /> � � Q <br /> less clayey, sands increasing a a <br /> with depth <br /> 1DH 10 <br /> 280 3 <br /> 15 15 <br /> 48 mmm 4 much white mottling <br /> a� a� <br /> Z <br /> p 20 24 p <br /> 231 5 a <br /> U U <br /> U V <br /> Z Z <br /> Ln 25 25 v <br /> 6 Ln G <br /> Lu 29�� w U F <br /> darker in color O ¢ <br /> O OV D U <br /> til Eu z (A <br /> M <br /> = 34 34 T O H (n <br /> F 37 ��� 7 thin grayish sand lenses N CO u <br /> uai Light grayish brown silty fine w , <br /> to coarse sand -- SM <br /> 35 35 <br /> 41 IMM 0 g grading to bluish gray <br /> in color <br /> 31 I0 9 <br /> 4 less sand, more clayey 40 <br /> 345MMM 10 �[ <br /> U U_ <br /> r � <br /> m � <br /> 45 more medium sands 45 z Y <br /> 50 pllrrirglw 11 --- p �Ty <br /> Dark gray fine to coarse <br /> sand - SW o <br /> W <br /> t� <br /> 50 50 <br /> a - <br /> Vg <br /> r <br /> NOTES 1ln i o <br /> 1) This log depicts conditions only at the boring location, see Plate No 1, <br /> and only on the date of field exploration, September 17, 1991Lb o <br /> U <br /> 2) Explanations of the Unified Soil Classification System and the symbols <br /> used on the lag are contained on Plate No <br /> C <br /> 3) End of boring at 46 5 feet Ground water initially encountered at 36 5 feet Y o <br /> Ground water monitoring well installed to 46 0 feet. W <br /> U <br /> � t <br /> U <br /> � a <br /> r <br />