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y����c.�', Q�� �5 �� BORING 3 <br />��r�o� � ��o�,� <br />s <br />io <br />�s <br />� <br />20 <br />s <br />30 <br />35 <br />� <br />:6 <br />85 <br />50/5" <br />53/6" <br />52 <br />- "A 4" RB <br />Grayish-brown, gravelly, silry SAND, fine- ro medium-grained, <br />moist, loose to medmm-dense (Glacial T'ill FI1.L) <br />I - bccomes very moist to wet <br />- becomes dark gray with wond debris <br />FlLL <br />' - becomes gray, coarse-grained, moist, dense � <br />�'- <br />�::; <br />:'��:,•. <br />;��: <br />SP <br />■ , _.:,. <br />� ;;�snt <br />gravelly SAND, medium- to coazse-gcained, wet, dense <br />to <br />wet to very <br />Test boring was terminated at 26.5 feet below grade on 7-29-97. <br />Groundwater seepage was encounterod at 19 feet during drilling. <br />GEOTECH <br />CONSULTAN7'S, INC. <br />No: <br />97T62 <br />TEST BORING LOG <br />Hardeson Road <br />Everatt, Waahinyton <br />°�uir�aa� ��°r• <br />