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� TEST PIT 1 <br /> �N ��� uscs � � <br /> 0 Grayish brown,�aveqy,silry SAND with concrete and asphalt <br /> debris, moist,loose ro mcdium-daiae <br /> -becomes wet,loou � . <br /> s -becomw bludgray with concrete pipe debris . <br /> FiLL • <br /> 10 <br /> Old t soil ' <br /> . Brown,silry,fino-grained SAND with ocganics,moist,loose <br /> SM : -bxomes gtayish brown,wet <br /> 15 <br /> Test pit terminated at 15 fxt below gnde on 2-27-96. <br /> Nogroundwater seepage was encounterod during eucavatioa <br /> � Slight caving. <br /> � TEST PIT 2 � <br /> � <br /> � � � uscs De:cri Non <br /> � Grayish brown,gravelly,silty SAND with concrete debria,moist, . <br /> �,L medium-dense <br /> • -bxomes loose <br /> to o� <br /> SM Bmwn,slightly silry,fina to medium-grained SAND with roob, <br /> S moist,loose <br /> -becomes less silty <br /> sP -becomes dense <br /> 10 ' <br /> Test pit terminated at 9 feet below grade on 2-27-96. <br /> No groundwater seepage was encountered during eucavadon. <br /> 15 No caving. • <br /> ' TEST PI7 LOGS <br /> .,._ <br /> GEOTECH SEABROOKE HIGHLANDS SUBDNISION <br /> CONSULTANTS, WC. EVERETT�WA <br /> • ��j� IGR 1/!t �� <br />