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5 <br />10 <br />� <br />� <br />� � <br />BORING 2 Approximate <br />eQr��o��o-�6�tl\�6`o�S�Foo-�4�e uG5 Ground Surjace <br />0 � � 4 5 J Description E(euation: 97•0 ft <br />4 inches of asphail pavement over; <br />8 Inches of gravel (FILL) <br />Brown, sandy SILT with grevel and some organic pieces, moist, loose (FILL) <br />10 1 I <br />FILL <br />4 2 I <br />18 3I_f.. <br />�. <br />63 4 <br />�� <br />SM <br />Brown silty SAND wdh gravel, fine to medium grained, moist, medium dense <br />-becomes light gray, very dense (Glacial Till) <br />15 �6�� 5'III�IIIiI) <br />' Test boring was terminated on May 3, 2012 at 16.0 feet. <br />' Groundwater was not encountered at during drilling. <br />20 <br />25 <br />GEOTECH <br />CO\SULTANI'S, INC. <br />TES'1' I30It1N� LOG <br />1110 Rainier Avenue <br />Evereit, Washington <br />Job Date: Logged by: p/ate: <br />12000 Iv1ay 2012 JLH 4 <br />� <br />