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5 <br />10 <br />15 <br />25 <br />� <br />�\ S�e �e� 5 0°` �.e <br />O�Qti�` �, °6�' ��o-a��'�,�o�Q �F ��,FQ 0`'cr <br />ML <br />'� � <br />BORING 4 <br />� <br />Descriptiort <br />6 inches of asphalt pavement over; <br />Approzimate <br />Ground Surface <br />Eleuation: 93.0 ft <br />Light brown, motUed wilh gray and orange, sandy SII.T with gravel, non-plaslic, <br />moist, loose <br />Light brown, mottled with orange, silty SAND wilh gravel, fine to medium � <br />greined, moist, dense (Glacial Till) <br />SM ` <br />I! <br />l <br />'i <br />77 3 I i -becomes Ilght gray, very dense <br />' Test boring was terminated on May 3, 2012 at 11.5 feet. <br />' Groundwater w<^.s not encountered during drilling. <br />GEOTECH <br />CONSUL:1'ANfS, INC. <br />T�ST I30RING LOG <br />1110 Rainier Avenue <br />Everett, Washington <br />�Job Dafe: Lo�gedby: Plafe: g <br />12080 May2012 JLH <br />� <br />