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, <br />Date drilled �,/�'�/9� <br />LUG UF LiUKING NU. li-Z <br />Sheet 3 0! 3 <br />Driving Weight and Drop ���.'�n" �i�nn Elevation (ft) <br />} Thi� lag i� part of th� nport proparcd by Conven� Can�ullant� C T N <br />y, o N : V_ NW far th� named pcoject and ihouid ba read to`ather rith ehat o �' y� +' <br />y m report for comyItte intcrp�ntatian. Thi� �ummary �pplie� only �t y, y� L� y <br />t — � L o tha location o(thi� borin` tnd at the tim� of drillinQ. Sub�ur(u� q— cy. �} � <br />� j n. � a E eonditfoni may dittar at oth�r Ixation� and m�y ahanqe �t thi� > y d U N y <br />a d p p L T Ixatian rith the puup o[ time. The data prosenLed u• L= � a _+. L <br />Q W y � �tn dmpliRcation o! actual eondltiom mcountered. N T = O = <br />DESCRI�TION o o � o <br />: � SILTY SAND (continued) <br />9 13 � • <br />50/ .' <br />5" � <br />;. sand grains grade to fine to coarse <br />45 ' <br />I <br />.t = <br />10 1$ •: <br />50/ • : •; � <br />5" • <br />50 <br />I] 13 �•' <br />50/ ����� Hottom of boring at depth 52.7 feet <br />2M <br />Boring backfiiled with bentonite grout <br />55 . <br />NORTON AVENUE SUBSTATION ADDTTIONS <br />Everett, Washington <br />' fo: Snohomish County P.U.D. No. 1 <br />Converse Consultants NW Geotechnical Enginsering <br />and Applied Earth Sciences <br />Projeet No. <br />91-35213-01 <br />Ffpure No. <br />3 <br />� <br />� <br />