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: <br />10 <br />15 <br />20 <br />25 <br />� <br />� <br />�� � BORING 1 Ap�roxirnate <br />4`�. �o-`�6���,, �5 Fo° Q�e 5 Ground Su�face <br />p„ �`o`� `�,�� ��° Qe� yo-�` Jy� Descr'iption Efeuation: 97.5 ft <br />FILL 4 inches of asphalt pavement over <br />12 inches of gravel (FILL) over; <br />''' I light bnvon, mottled �vith some orange and gray, sandy SILT with gra�rel, <br />ML non-plastic to low plasticity, moist, very sliff <br />i <br />�� �� I �`: + Light brown, very silty SAND wilh c�ravel, mostly fine grained, moist, dense <br />-becomes light g�ay, �vilh maeasinn c,ravels, very dense (Glacial Till) <br />es i �I li <br />i � ��� <br />3 � Sy� ,I -less siit <br />i��l <br />�I <br />�!� <br />,�� I; -same, with medium grained sand interbeds, slighlly less grae�el <br />�' ' <br />5 I I I I; I -more sill <br />• Test boring was terminated on May 3, 2012 at 16.5 feet. <br />* Groundwater was not encountered at during drilling. <br />GEOTECH <br />CONSULTANCS, 1NC. <br />T�ST BORING LOG <br />1110 Rainier Avenue <br />Everett, Washingion <br />Job Datc: Logged by: p�atc: <br />12080 M1lay 2012 JLH 3 <br />