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r� <br />V <br />� <br />BORING 1 Flppro�rnate <br />�`\ o-�� ��� 5 0°` �e Ground SSuface <br />0'''��r�°�� ��°��e��� ����5°'�~� J`'G5 Descriptioit Eleuation: 97.5 ft <br />FILL 4 inches of asphalt pavement over <br />12 inches of gravel (FILL) over; <br />Light bnvon, mottled with some orange and gray, sandy SILT with gravel, <br />� ML non-plastic to low plastiGty, moist, very stiff <br />� � � I I} I 1I Lighl brown, very sllty SAND wilh gravel, mostly fne grained, moist, dense <br />�o <br />42 <br />15 <br />I 60 <br />25 <br />-becomes light gray, with increasing gravels, very dense (Glacial Till) <br />SM � � �'less sill <br />��,,� : <br />� t i_�yme, with medium grained sand inlerbeds, slightly less gravel <br />� <br />�III <br />I I <br />;� I <br />5 I � � � -mare silt <br />I� <br />' Test boring was terminated on May 3, 2012 at 16.5 feet. <br />` Groundwater was not encountered at during drilling. <br />GEOTECH <br />CONSULTANTS, INC. <br />T�ST BORING LOG <br />1110 Rainier Avenue <br />Everett, Washington <br />Job Date: Logged by: Plate: <br />12080 tilay 2012 JLH 3 <br />� <br />n <br />