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BORING NO. _� <br /> ^ �opped g� JD <br /> p�q 9/17/80 ELEV. +l <br /> � <br /> ; IN1 <br /> Grsph � Soil Dsscription �°�� Sample Blows (%) <br /> ,� <br /> Ft. <br /> � ������� S�� mediumddene,� moistlly silty SAND, . .; , . . <br /> , '• S�� Gray gravelly silty SAND, very dense, Z 50/6 8 <br /> moist. (GLACIAL TILL) 5 <br /> ^ � 87/lb" 10 <br /> �' 10 <br /> = 90` . ' 11 <br /> " 15 <br /> � (3 foot thick lens of sand with silt � g���p <br /> and gravel , wet at 17 feet) 98/8" ' 16 <br /> I.::::: :: <br /> " 20 <br /> �_� f <br /> ��"' " = 75/6" 13 <br /> Ix <br /> '� 25 <br /> � � <br /> - � = 75/4" 11 <br /> ' ' 30 <br /> ,:�:: ::::: = 75/4" 10 <br /> .__ ��.. .,;. 35 <br /> �::::::: <br /> 75 6" 12 <br /> Groundwater observed during drilling at depth of 17.5 feet. <br /> • Boring terminated at 38.5 feet on 9/17/80. <br /> ` BORING LOG <br /> HOTEL AND CONVENTION CENTER <br /> �rth EVERETT, 41ASHINGTON <br /> — Consultants Ine. <br /> GEOTECMNICAL ENGINEERING Q GEOLOGV proj. No. 1201-1 Date Oct. '80 plate 3 <br /> 1„ - <br />