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BORING NO. �_ <br /> - Lepp�d By JU ELEV. +1 .5 <br /> D�� 9/16/80 <br /> r- <br /> (N) yy <br /> � Gnph � Soil D�cription �°�� Sampls Blows (%) <br /> ,- <br /> Ft <br /> (12" TOPSOIL) <br /> � ��� .: S�� Brown g�avelly SAND, medium dense, <br /> ,_ ':�.I�:�:� to very dense, moist. � 58 13 <br /> i::.: ��:: <br /> � � 5 <br /> Gray gravelly silty SAP�D grading to <br /> - S(4 silty SAND with gravel , very dense, <br /> : damp. (GLACIAL TILL) � 88/11 8 <br /> _ I::':::::: 10 <br /> f <br /> . = 80/10 13 <br /> t:�:::::: <br /> ..., i:��:� :: 15 <br /> i,;� <br /> , . •t�,. <br /> ��� = 60/6" 8 <br /> , • c�rc.: .: Y 9/U/80 <br /> , . '#�:::::: <br /> 20 <br /> : � = 50/1" 11 <br /> �.� !.. ._ 25 <br /> ,.�� :: <br /> • ,� <br /> = 55/3" 11 <br /> � 30 � <br /> I~ # = 100/3 ' il <br /> �:f�::iii� . <br /> � � � 35 <br /> ` 50/6" 24 <br /> Boring terminated at 38 feet on 9/16/80. <br /> Groundwater observed during drilling. <br /> _ BORING LUG <br /> HOTEL AND CONVEMTION CENT[R <br /> ��h EVERETT, WASHINGTON <br /> ` Consultants Inc. <br /> GEOTECMNICAL ENGINEERING R GEOLOGY proj. No. 1201-1 p8� OCL. �SO P�BtB 5 <br /> �- _ <br />