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5 <br />10 <br />� <br />� <br />BORING 2 �1t�Prorirnate <br />�`�\ o`� �e` 5 0°� `� Ground Surface <br />�����.S,o��`�,�o�0�g�°����ga�4 JS�y Description Elevation:97.Oft <br />4 inches of asphall pavement over; <br />8 Inches of gravel (FILL) <br />Brown, sandy SILT �vith gravel and some organic pieces, moisl, loose (FILL) <br />10 1 � <br />� FILL <br />4 2 � <br />18 3 q _I I � <br />tj <br />!I�i <br />� ;. <br />63 �I � <br />�il�l <br />ISM <br />6ro�.vn silty SAND vnlh gr2vel, fine lo medium grained, moist, medium dense <br />�I --- <br />-becomes light gray, very dense (Glacial Till) <br />15 l6 � 5 II I;�II�I <br />" Test boring was terminated on May 3, 2012 al 16.0 Feet. <br />' Groundwater was not encountered at during drilling. <br />20 <br />25 <br />GEOTECH <br />CONSULTANTS,INC. <br />TE5T BORING LOG <br />1110 Rainier Avenue <br />Everett, Washington <br />Jo6 Date: Logged by: P/ate: t <br />12080 MaY2012 JLH <br />