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� <br />� z < o`� <br />oeQ�'r�o�y�``�q�°,��eQ\a��QE�F���4�e J`'�5 <br />BORING 6 <br />� <br />Descnption <br />Appro�7mate <br />Grotutd Surface <br />Eleuation: 93.0 ft <br />FILL 6 inches of asphalt pavement over; <br />10 inches of large gravel (FILL) over; <br />� Dark brown to black organic silt vrith wood- PEAT, very moist, soft <br />� <br />� <br />� <br />� <br />�� <br />,� <br />� <br />� � <br />15 <br />25 <br />8 <br />50 <br />�6,�� <br />Blue-gray, clayey SILT, plastic, very moisl, soft <br />/ Orange-brown, silry SAND wi!h grave!, fine to medium grained, moist, very <br />dense <br />" Test boring was terminated on May 3, 2012 at 16.0 feet. <br />` Groundwater was encountered at approximatley 7 feet during <br />drilling. <br />G�O'i'ECII <br />CONSULTANTS, INC. <br />T�ST BORING LOG <br />1110 Rainier Avenue <br />Everett, Washington <br />Job Date: Loqged by: Plate: 8 <br />12080 May 2012 JLH <br />I <br />; <br />I <br />