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BORING NO. �_ <br /> . ^ �� gy JD <br /> p� 9/16/80 ELEV. +2 <br /> ... <br /> 1N1 <br /> � Groph � Soil Desr.ription ��� Sample Blows (,W) <br /> r Ft <br /> � I (12" TOPSOIL) <br /> '� I III III h�� 14ottled brown sandy SILT, hard, � <br /> moist. 42 25 <br /> I <br /> � Gray gravelly silty SAND, very 5 <br /> r. � � 51�� dense, moist, to damp. (GLACIAL TILL) <br /> T 88 11 <br /> -�-- <br /> 10 <br /> � (3' lens of gravelly SAND with silt, <br /> �� wet at 12 feet) 57/6" 5 <br /> I:� ::::: S <br /> ,:: ::: <br /> , • I;:(`� 15 <br /> i:�i <br /> ��� ::� 9/21 8 <br /> . :�'�� Y � 55/6" 7 <br /> :�i�{ <br /> � � � 2� 20 <br /> � � i t. <br /> ? ti <br /> f �i = 75/6" 12 <br /> � : _,} <br /> } <br /> ,.. `fi�� 25 <br /> i:i: <br /> �� ':1:�.� i: :[ �� <br /> �` 50/4 10 <br /> . ,� � �} . _ <br /> � � 30 <br /> ,~ t� = 75/4" 9 <br /> f�.::: <br /> !�.{itl:::: . <br /> ... E; ::: : 3 <br /> �3�; .... <br /> _ €�f 75i"" 10 <br /> Boring terminated at 38 feet on �/ 16/S0. <br /> Groundwater observed during drilling at a depth of 17 feet. <br /> � Observation well installed to 38 feet. <br /> ` BORING LOG <br /> HOTEL AND CONVtNTION CENTER <br /> ��h EVERETT, WASHINGTON <br /> `� Consultamts Inc. � . <br /> GEOTECHNICAL ENGINEENING e GEOLOGV Proj.No. 1201-1 D3L8 OCC. �SO Plate 4 <br /> 1 —� <br />