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' `s�a. `4c.�', Q�� , �d�' BORING 4 <br />�° G°° 5f� �`�d'` uscs <br />s <br />to <br />,s <br />49 ' <br />Brownish-gray, gravelly, silty SAND, fine- to medium-grained, <br />moist, medium-dense (F1I.L) <br />- becomes gray <br />I- becomes dark gray with trace organics <br />FILL <br />�o <br />40 <br />Z <br />"S 75 <br />30 <br />35 <br />40 <br />3rown and gray, slightly silry to silty SAND, fine- to medium- <br />grained, wet, medium-dense <br />t:::, <br />�, =:V. Gray, poorly graded SAND, very moist, dense • <br />;i:-- '� <br />.��. SP �-:��. <br />� _ <br />,: ; ; - becomes medium-grained, wet <br />1 A �'"� <br />sM :� Brownish-gray, silty SAND, fine-graineZ, very moist, c <br />Test boring was terminated at 26.5 feet below grade on 7-29-97. <br />Groundwater seepage was encountered at 24 feet during drilling. <br />GEOTECH <br />CUNSULTAMI3,INC. <br />TEST BORING LOG <br />Hardeaon Roed <br />Everett, Washin�ton <br />nro: an: coy�s ey: <br />a� �ucr�sa� <br />s <br />