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5 <br />10 <br />15 <br />20 <br />25 <br />� <br />� <br />� `� BORING 6 Approxirnate <br />���. C*������e �5 F°° Q�� g Grourtd Stirjace <br />p�Q �.�� �,�o� ��° Q�t 50-m J5� Descripiiori Elevatiori: 93.0 ft <br />FILL 6 inches cf asphalt pavement over; <br />10 inches o` large gravel (FILL) over; <br />= Dzrk bro�:: n to black : rganic sill evith v;ood• P[AT, very mni;;, solt <br />4 <br />2 2 PT � <br />� � v' _- <br />��6 �'(-i--- <br />g `� i i I; Blue-gray, dayey SIL1 ,�lashc. vcry moisL =_oit <br />i�{i <br />IIE <br />50 1� I� Il� �range-brown, silty SAND with gravel, fine lo medium 9rained, moist, very <br />3 I �j dense <br />�6„� <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 />GEO'I'ECH <br />CONSUL7'AN"I:S, INC. <br />T�ST BORING LOG <br />1110 Rainier Avenue <br />Everett, Washington <br />Job Date: Logged by: Plate: <br />120f30 May 2012 JLH 8 <br />X <br />