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Rnrine Lea <br />Projecl Name: v SMe� d <br />Safewa Fuelin Station � Z <br />Job No. logged by. Start Dale: Comdetion Date: Boring No.: <br />8493-5 MGM 4/26/02 4/26/02 B-202 <br />Drilling C�ntador: Drillirg Method: Sampling Method: <br />Gre o Drillin HSA SPT <br />Ground SuAace Elevation: � �P��o^� <br />102� ❑ Monitonn9 VJell ❑ Pi�zaneler � AbanOaied. seabd wilh bantonite <br />No. r g r a�$ sunaceca,dni«,s: 4.5" Asphalt, angulargravel <br />General W B� q E d�;; E N E <br />Ndes (°�) FI C7 �n � m � vi <br />SM Brown silty SAND, medium dense, moist (Possible Fill) <br />t <br />Z SM Brown silty SAND with gravel, dense, moist <br />8.5 <br />5y 3 37% fines <br />4 -becomes very dense <br />g.i 5 -6" interbed of wet, poorly graded sand <br />� s <br />� <br />10.7 8 <br />44 <br />9 SM Gray silly SAND with grevel, dense, saturated <br />-13% fines <br />ia.s �� -contains pockets of poorly graded sand <br />p5 �� -decrease in silt content <br />iz <br />13 <br />14 <br />15 <br />16.7 <br />35 16 <br />SM Gray silty SAND, dense, wet <br />�� -increase in silt content . <br />�, te <br />r� <br />a� <br />i� 19 <br />iu <br />�� Boring Log <br />x Lc`11"l11 CO[1SllI1�1111S Il1C. Safeway Fueling Station <br />�) GaMa1mA.Ylliµl�mtit'w�4�yl.nAfiiNm�i�nM.�I�M�ilu+ Everett, Washington <br />O <br />� <br />� prq No 8493-5 owa GLS Date May 2002 Chedced MGM Dale 5/8l02 P�ate A4 <br />SubsuAece wnditions depicted represenl our observations at the time eiW localion d this e�laalaY hda, maJifiaC b� etgineerin9 tests, aneysis antl <br />�udgment. Thoy are not necessariy represantative ol olher times and Iaatims. We pnnol accept responsiMliry ta ihe use ar InterDrdatro^ h' a� °� <br />.,�.....,,��,......«o���,.� �n�. �,�.. <br />