Laserfiche WebLink
. � � <br />� <br />10 <br />15 <br />20 <br />25 <br />� ,� e� �� BORING 5 <br />�eQ��������a�p�°��e��ya�4`� JS�� Descriptiori <br />6 inches of asphalt pavement over; <br />FILL 12 inches of large gravel (FILL) over; <br />� Dark brown to black, organic silt with wood <br />Appro.mm�te <br />Ground S`urface <br />Elevation:92.25 ft <br />� <br />, very moist, very laoee <br />� <br />I�, Blue-gray clayey sandy SILT wilh gravel 5ne to medium grained with some <br />' plastic clay, very moist, loose <br />ML � <br />39 3 I � I r range- rown mo[(�ed wiE�lig gray, si y AN6wiin g�avel, in—f�o meaium <br />„M , greined, moisl. dense <br />' Test boring was terminated on May 3, 2012 at 11.5 feet. <br />* Grou�dwater was not encountered at during drilling. <br />GEOTECII <br />CONSULTAA`1'S, INC. <br />TEST BORING LOG <br />1110 Rainier Avenue <br />Everett, Washington <br />Job Dafe: Logged by: plate: � <br />12080 May 2012 JLH <br />