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s <br />os�,<c``�,�°�Q�� \�S`��a BORING 2 <br />��c� s� e <br />- "A 4 <br />Grayish-brown, gravelly, silry SAND, fine- to medium-grrined, <br />moist, loose <br />FILL • <br />9 � <br />io <br />is <br />�o <br />1 <br />�s <br />30 <br />35 <br />40 <br />I 65 <br />Gray, gravelly, silry SAND, fine- to medium-grained, moist, dense I <br />Gray and brown, silry SAND, very moist, medium-0ense to dense � � <br />- becomes wet <br />- becomes less silry <br />-n3 <br />SP -�; Brownish-gray, medium-grained SAND, moist, dense . <br />�.. <br />Test boring was terminated at 26 feet below grade on 7-29-97. <br />Groundwater seepage was encountered at 22 feet during drilling. <br />GEOTECH <br />CUNSULTANTS, INC. <br />TEST BORING LOG <br />Hardeson Road <br />Everott, Washington <br />No: ah: Loyp�d by: <br />y� JULY f9Y7 -JFIS <br />I <br />