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10 <br />15 <br />� <br />e4���o`��y`�`6��e�� ��y����o�`°�`e �� <br />0'�`` ,�6 g 4 go 0`' <br />,.. <br />13 <br />7 <br />3 <br />2 <br />10 <br />14 <br />50 <br />�6„� <br />as <br />(��") <br />BORING 3 <br />� <br />Description <br />Appro.mm�te <br />Ground Surface <br />Elevation:92.0 ft <br />Multiple, thin layers of asphalt pavement (6 inches tolal) over; <br />Light brown and light gray silty SAND �vith gravel and some charcoal pieces, <br />FILL moist, medium dense (FILL) <br />1�8 <br />—" Black, organic s-dt ��nth :�:oad pieces - PEAT very malsl, very loose <br />^ � � <br />L u_��.. <br />; PT �_ <br />3 � <br />�_-=_ <br />4�'i��= i --- -- – <br />r� i I Gray to blue-gray dayey SILT, pl2stic, very moisl to wet, seft <br />I <br />IS <br />16 <br />ML <br />�� i i'`. Orange-brown, sligh0y mottled, silty SAND wilh gravcl, fine lo medium grained, <br />maisl, medium dense <br />7' j �; -becomes light gray, very dense (Glacial Tilp <br />SM <br />$ �� ilJl'� <br />' Test boring was terminated on May 3, 2012 at 21.5 feet. <br />' Groundwater was �ot during drilling. <br />GEOTECII <br />CONSUL'1'AN'PS, INC. <br />T�ST BOR�NG LOG I <br />1110 Rainier Avenue i <br />Everett, Washington <br />Job Date: Logged by: Plate: <br />12080 blay 2012 JLH 5 � <br />