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TEST PIT 7 <br /> � uscs w,at � , <br /> � Dark gray&brown,ailty SAND with gravel dc metal debtis, <br /> �,L very moist,loou <br /> 3 ,.sM ; Reddish brown,silty,fine-to medium-grained S/►jdD with ioots, <br /> very moist,loose <br /> sr dray,aligh6y silty, fine-to medium-grained SAND, vay moist, <br /> sM medium-dense <br /> 10 <br /> Test pit terminated at 9 feet below grade on 2-27-96. <br /> No groundwater seepage was enrnunterod during excavadon. <br /> Slight caving from 2 to 4 feet. <br /> 15 <br /> TEST PIT 8 <br /> ,� ¢� <br /> � � � USCS De.rcr7Ptfon <br /> � �L wGray,silry SAND with gravel6c concrote debris and bncics,very mrnat, <br /> laose <br /> e is rown,si ry, e-to mc �um-grazn , <br /> •sM•: very moist,loose , <br /> -becomes g�ay,loose to medium-dense <br /> 3 = -becomes wet <br /> M� ora ish brown,low IuNci SILT with uon ataina,moist,dense <br /> SP SM Gra ,slightl silry, na to medium-grazned SAA(D, very mout, ense <br /> 10 . <br /> Test pit terminated at 8 fat below grade on 2-27-96. <br /> Slight groundwater seepage was encountered at 5 feet during excavadon. <br /> Slight caving from 0 to 3 feeG <br /> 15 • <br /> � TEST PIT LOGS <br /> GEO'TECH SEABROOKE HI(iHLANDS SUBDIVISION <br /> ��- CONSULTAN'[S, nvc. • EVERETT, WA <br /> roe wo: an: o�.ser. <br /> �pap MAR iMf t �� <br />