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BORINO 3 � <br /> � a,,.►�,,, <br /> ���.}� ��� ascs awvr�+ . a+�^► I <br /> 0 <br /> Brown-gray SAND end GRAVEL, aoist (roed surface) �� <br /> " � Brovn, ailty SAND vith trece fine-grained (Fill?), <br /> 1 31 � M moist, medium-denae <br /> ° � 5}� <br /> � 5 • Brown SAND with traee of eilt, moiat, (Fill?), • <br /> . looae <br /> 10 <br /> � SP -becomea moister <br /> 3 14 ' <br /> ie � <br /> 4 �9. -becomes dense , <br /> 4" seem of grey-brown SAND, coerse-grained, with <br /> 20 • treee of gravel, very dense <br /> • ' <br /> T SP• -becomea very moiat <br /> 5 p37 • ' Brown SAND with traee silt, very soiat, denee <br /> . Qd •�• , <br /> , � 25}'. <br /> 6 75. M� Blue-grey, elayey SILT, herd • 29, <br /> � Boring terminated et 29 feet on 1/19/90. <br /> No groundwater observed while drilling. <br /> S6 <br /> 40 ' <br /> ,_�' TEST BORINa LOG <br /> � GEOTECH SEABROORE HIGHLANDS SUBDIVISION <br /> , CONSULTANTS EVERBTT, MASHINGTON <br /> �� .w�.� . a.»� . t���,' ^`"" � <br /> i "' Yl060 MAR tYY• MAS <br />