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i <br /> ; <br /> ; Boring No. B-2 <br /> � <br /> � Loyged by: KPR <br /> Date: 10/2/04 ApproximatE Elev. 482 <br /> Consistency/ I I Q (N) � Moisture <br /> Soil �escription Relative Depth � E Blows/ Content <br /> � Density (ft.) I � ft. � (%) <br /> 2 inches TOPSOIIJDUFF. � � � <br /> Medium � �8 �8 <br /> ' FILI:tan sandy silt with gravel,very fine to tine sand, - I, i <br /> damp.(ML) Dense y <br /> --------- ----- --- ---- - ----- ---� - - - - - - I � <br /> IFILL: light bravn,faintly mottled silty very fine sand i 14 I � � <br /> i with gravel,damp.(SM) I I <br /> Medium I <br /> Dense � i <br /> 5 — <br /> i Becomes brownish-gray. � <br /> I i 77 i 6.9 <br /> � -----�------ -----------------,------I------'--------------- I � <br /> I Becomes loose and fine to medium grained.(SM I i I I <br /> i Moist to wet at 8.5 teet. � i $ � 10.0 <br /> �'� Loose <br /> � � � ,o �� � <br /> � , � <br /> ; 6 ,, Z <br /> , � � <br /> - - - - - ----- -- -- --- -- � -----_--.--------- <br /> I I � 30 9.1 <br /> Gray medium to coarse SAND with silt and small gravel, i <br /> saturated.(SP-SM) Dense <br /> � I <br /> I– 15 I i I <br /> � 34 12.2 <br /> Ci <br /> I Test boring terminated at 16.5 feet. <br /> Groundwater encountered at 12(eet. <br /> -�---� Terra BORING LOG <br /> � ��� ��I EVERETT MALL EXPANSION <br /> T�`�.-• • =—' ASSOCIatES II1C. I POND BERM EVALUATION <br /> ��—� Consu�tantsinGeotechnica�en�ineering � EVERETT, WAS�-iINGTON <br /> Geoloyy and <br /> Environmental Earth Scienc�s li Proj. N0. T-5569 � Date OCT 2004 � Figure 5 <br /> � �/z(.- <br />