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08/18/Y805 15:27 4257478561 GEOTECN PA6E 23 <br /> � BORING 1 <br /> ��y��py°�`� `o,P`'�F� ��x <br /> o` �,�0'0 � C�° �` J9� Aescription <br /> Gray to Nack,sandy 31LT with organies,wet, soH <br /> � � <br /> S <br /> 4 � � <br /> Browr�, ftbarous PEAT,wet, soft <br /> 10 3 Z � PT <br /> 15 c'xay SAND, medium-to coarseyrained,wet,dense <br /> 37 3 ' : SP. <br /> C+ray, silty SAND.fine-grained�we�dense <br /> ;�� <br /> :�� <br /> � 21 4 ' �%� {; I -becomes metlium-dense <br /> iI' "' ' <br /> r,l;!,,�i��', <br /> � s�► <br /> 50/4 5 ' I�;'i:i;� � -fine-grained sand knses, becomes very densa <br /> 'I I; <br /> ,I <br /> I',. <br /> 30 79 6 ' i'; i�, <br /> • Test boring was tertninated at 31.5 feet during drllling on July 21,2005. <br /> • Groundwater seopage was encouMered at 4 feet during drillfng. <br /> 35 <br /> 40 <br /> � BORING LOG <br /> � GEOTECH 11804 Highway 99 <br /> corrsu�.xa,�vrs,src. Everett, Washington <br /> _ _ Job Dat�e: Log�,rdby: P/eta: <br /> 05233 Au ust2005 GOB 9 <br />