Laserfiche WebLink
s <br />io <br />r��4 �•�' i �` <br />�`°�G°��4 �� e��o�'�� <br />52 <br />28 <br />ts <br />49 <br />I <br />�� 54 <br />�s <br />50/3� <br />30 <br />35 <br />40 <br />i FILL <br />BORING 1 <br />- " AC over 4" CRB • <br />Gra�ish-brown, gravelly, silty SAND, fine- to medium-grained, <br />mo�st, medium-dense to dense (TILL F[LL) <br />- organic lense <br />- becomes less silry <br />SP ' Gray, gravelly SAND, well-graded with some silt, moist, dense <br />� ..; ,., ... <br />SM ''- <br />- rh:: <br />-- ;.�.� <br />v.2,,:, • <br />.. -� . a. , <br />��,'� - becomes more finely-grained, less siiry, wet <br />, <br />SP ... <br />,,,, <br />�•s:,.;� -� - becomes medium-grained, very dense <br />n� <br />Test boring was terminated at 26.5 feet below grade on 7-29-97. <br />Groundwater seepage was encountered at 19 feet during drilling. <br />GEOTECH <br />CONSULTAN7'S, INC. <br />TEST BORING LOG <br />Hardeson Road <br />Everett, �Yashington <br />nro: wn: c 6y: <br />�ra�a ✓ucr��s � <br />r <br />