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0 <br />. LOG OF BORING N0. B-1 Sheet � o[ 3 <br />Date drilled S/1'{�qt Driving Weight and Drop 1d�an^ �(��, Elevation (ft) <br />� C Thi+ loa ia part of the npor! pnpared by Canvene :on�ultant� o � � } <br />y. o N ' v_ NW [or the named projeat and ahould be read tog.cher with ehat y N <br />y � reporL !or tomplete interpretation. Thi� �ummarY appliea onl at — <br />+- � t O the IxaHon o( thi� borinQ and at the tima of drillinQ. Sub�urraea <br />� j E j a E eondition� msy di[!er at olhe[ Ixation� and may ehanqe at thi� <br />a y � p L T loeation rith the pa�uq ot tim�. Th� data pn�anpd u a <br />o W y tn � y ��mplifieation of �etusl eonditionuneountaed. <br />DESCRIFtION <br />SANDY SII.T (continued) <br />25 <br />5 III 0 <br />� <br />;� ' <br />6 17 ;.` •� SAND; yellowish brown, fine to medium, trace silt, <br />I 50 ::: :�: high amovnt of mica in sand; very dense, wet; some <br />�•: iron staining, sub angular grains, 4 feet heave in auger <br />30 <br />� 5� •�: 3" piece of wood at 32.5 feet, 2 feet o£ sand heave in <br />�2 :. •; auger, becomes dense <br />30 <br />35 • <br />8 50 �.° �•� becomes very dense <br />Continued Next Page <br />NORTON AVENUE SUIISTATION ADDITIONS <br />Evcrett, 1Vashington <br />for Snohomish County P.U.D. No. 1 <br />Converse Consuitants NW Geotechnical Engineering <br />and Applied Earth Sciances <br />ProJeet No. <br />91-35213-01 <br />Fipure No. <br />z <br />