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Date drilled ��/91 <br />LOG OF BORING NO. B-2 <br />Sheet 2 of 3 <br />Driving Weight and Drop 140 Ih/30" �ro� Elevation (ft) <br />Thi� la` i� part of the reo�rt pn ued by Convene Con�ullant� C T � N <br />w O N ' V_ N W for th� natned proja.e and �Rould be read toeether �vith that 0 '!' y� N <br />y ro nport for comyI�te interpntation. Thi� �ummary appliea onlp at .�. N �+ y <br />�.. _ � t � tht Ixadan o( thie borin� and at tha tima o( drillina• Sub�ur[ac� IC— C'► � L t <br />L q a j a E eondiHon� may diffar at other Ix�tion� and m�y ch�n4� �t thb > y d u N y <br />+� > E p q T Ix�tion with th� pu�ap o! Nm�. Th� d�ta pr���nt�d u a L= v a �. L <br />y d y — �tn �impliReation o! actual eondttlom �ncount�red. � T LD, o t <br />" W °0 DESCRIPTION o o �' o <br />• SANDY SILT (continued) <br />5 4:+:: SILTY SAND AND GRAVEL•, gray, fine to coarse <br />6::,� sand, fine gravel; medium dense, wer some wood chips <br />6 ::�; present <br />:� <br />:� <br />; ;i;: _ <br />25 : ;, <br />:.�. <br />: �.: r <br />: � .. _ <br />6 30 .' :• SILTY SAND; gray, fine to medium sand, trace sii� <br />50 .� :• very dense, wet; subangular grains, small amount of <br />�• mica present <br />30 - <br />7 20 . <br />SO ' <br />;� grades to yellowish brown <br />35 ' <br />8 50 ,' � 1" 1aYer of brown silt at 37 feet <br />Conlrnued'Ne.r! Page <br />NORTON AVENUE SUBSTATION ADDITIONS <br />Everett, 1Vashing!on <br />for Snohomish County P.U.D. No. 1 <br />Geotechnical Engineering <br />Converse Consultants NW and Applied Earth Sciences <br />ProJeet No. <br />91-35213-01 <br />Ftgure No. <br />3 <br />