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! <br /> , Boring No. B-1 <br /> Logged by: KPR <br /> � Date: 10/2/04 _ __ _ Approximate Elev. 482 <br /> IConsistency/ ? � (N) �, Moisture <br /> I Soil Description I Relative Depth � Blows/ ' Content <br /> Density (ft.) � ft. (°io) <br /> 4inchesTOPSOIL/DUF�. � � �I I <br /> � I I� i 14 �I 5.5 <br /> � FILL: hght bro��mish-gray silty fine sand with gravel, <br /> damp.(SM) -- � <br /> I, I <br /> � ; � <br /> 13 i �i.9 <br /> I i � _ I <br /> ' <br /> Madium � 5 T � <br /> I Dense � <br /> i 14 i 7.8 <br /> Becomes moist at 6 feet. <br /> � <br /> I I <br /> I <br /> iII i � 16 7.8 <br /> - - - - -- - ----- - --Loose-- I <br /> I FILL: light brownish-gray silty fine sand with gravel, — 10 — <br /> � loose,wet becoming saWrated at 11 feet.(SM) <br /> _ L I a ii.s <br /> ., Brown,medium to coarse SAND in shoe. � I <br /> — I <br /> Gray,silty, medium to coarse SAND with small gravel, Medium T <br /> saturated.(SM) Dense � �� � g,q <br />� I i <br /> � ---------- - - ---- -- ------ ----- ------ -- ' <br /> � I Brownish-gray silry fine lo coarse SAND with gravel, � 15 -i I I <br /> saturated. (SM) Dense I ' <br /> I 32 17.9 <br /> i i �_ <br /> I Test boring terminated at 16S feet. <br /> � <br /> Groundwater encountered at 11 feet. <br /> ' Terra T B�RiNc �oG <br /> ��..-., ! <br />� ��U� �, EVERETT MALL EXPANSION <br /> _. >--' /�SSG+;:iates, �IIC. j P�ERETT, WASH GTONN <br /> Consultants in Geot?chnical Engineering i <br /> Geology and ! <br /> E,�vironmenta�earih Sciences Proj. �lo. T-5569 � Date OCT 2004 I Figufe 4 <br /> � ���e <br />