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5 <br />10 <br />15 <br />25 <br />� <br />O�Qr N, �yc���°ro� �`o,�Q¢ 4 y°�Q�� J5�5 <br />13 <br />7 <br />3 <br />2 <br />10 <br />14 <br />50 <br />�6��� <br />86 <br />(11") <br />� <br />BORING 3 <br />Descnntion <br />Approximate <br />Ground Surface <br />Elevation:92.0 ft <br />Multiple, thin layers of asphalt pavement (6 inches total) over; <br />Light brown and light gray silry SAND with gravel and some charcoal pieces, <br />FILL molst, medium dense (FILL) <br />1I <br />� Black, organic silt with wood pieces - PEAT, very moist, very loose <br />2 I � --- <br />PT - <br />3 ` <br />14 <br />eu� <br />� <br />Gray to blue•gray clayey SILT, plastic, very moist to wet, sofl <br />�� . , _ - <br />' , moist, medium dense <br />7� -becomes light gray, very dense (Glacial Till) <br />SM <br />I&1 <br />' Test boring was terminated on May 3, 2o1z at z�.5 teet. <br />* Groundwater was not during drilling. <br />GEOTECH <br />CONSUL'CAN'PS, INC. <br />TEST BORING LOG <br />1110 Rainier Avenue <br />Everett, Washington <br />Jo6 Date: Logged6y: p�ate: <br />12080 futay 2012 JLH 5- <br />: <br />9 <br />0 <br />