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C <br />s <br />35 <br />E <br />2 <br />6 3 <br />r� Soil Descri tion E E �_ <br />� ���NE���� OCt.���_�����������������_��������������'•- n w <br />ML Medium stifl, reddish brown, fine undy SILT, moist. (FILL) � S•� 3•2-Z <br />Medium stiR to stiR, brown, sligndy grevelly, fine sarcJy � <br />ML SILT, moist. (VYEATHERED TILI.) S-2 4-4•8 <br />""""""" "'""'""""""""'"'""""'"""""'"""""""'"""""'""' <br />Very dense, giay, gravelly, fine sandy SILT, moist. Pos�ible <br />ML �bbles. (GLACIAL TILL) � S•3 28-SO/4" <br />Bottom of boring at appioximately 6 feet <br />No groundwater observed during drilling <br />Approximaie �iound suAace = 4i5 feet <br />.,i� .�, <br />; .* -±.. <br />.':.,,.,�:::;.` <br />,.i:: <br />��,;.: y�.c«.._. <br />i. J"+"r,_.:,.�.. � <br />r . y <br />� i; <br />.:':F .�.':��+�Nt:Ne... <br />r <br />�f�� 'f . ,.X . <br />s ��- <br />.. .. ...... h�. <br />:.: �. �,.1;�. <br />. �W - <br />.�r �� <br />�,.t .. _� . . ., y�: <br />$} r <br />.. �.7w�.., . , <br />4 � ,3 <br />'"ev' <br />r�[1;1�.,.. <br />.', � �� �",rt��:. <br />. CL ` <br />:. sr rrn .. Yi+;: <br />F <br />12 <br />6 <br />o♦PrneuauonRnistince <br />N t E IbPO <br />$ m •MaisNrcComrntQ') <br />J j , <br />i � <br />= u � y 3 0 ]o ao 60 <br />A <br />• <br />Drllling Co.: Cascade Drilling <br />Equipment: Truck Mounted CMFJHollow Slem Augers <br />Hammer System: 140-Ib hammer auto-trip <br />Sampling Melhod: SPT <br />Date Completed: 10.23-2000 <br />Inspaclad By: Tan <br />Fire Statfon No, 5 Log of Boring BH-1 <br />�?,��� 6801 Beverly Blvd page 1 ot 1 <br />�..o ...... <br />Everett, Washington ProJM No.00�6-100 Fipun A-2 <br />