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Oe-O^%19% �8:a' :063a'0�75 SHu�.�+ r: POTEti Pa��E 16 <br /> TEST PiT 5 <br /> ; r� <br /> ' � '�'�� Usc 1k,cn non <br /> � Grayish bmwn,tilty, fine-gnined SANb with concrete and wood debris, <br /> ivery moist,loose <br /> •becomcs mixeA with bludaray silt <br /> I S <br /> � FILL <br /> � <br /> -abundant concrete siab debris <br /> ( 10 <br /> I <br /> ,'sM'� Reddish brown, silty, fine- to medium-grained SAND, very moiit, loose <br /> --� <br /> 15 rown;san� ,- o��asuciry S1�C't;very mo�st, med�um• enie <br /> ; Test pitiertnina�ed at 14.5 feet belnw Qrade on 1-^•7-96. <br /> No�roundwater seepaQe was enco��ntered during ezcavation. <br /> Moderate caving irom 4 to 10 feer. <br /> i TEST PIT fi <br /> I � � uscs Dtteri rro,i <br /> 0 <br /> FiLL Grayish brown,�ravelly, silry SAND, very moist, loose <br /> -r ry. ----- " <br /> : �:.: b� RedAish brown, silty, finr to medium•6rained SAND, moist, looxe <br /> � I:::•:::� <br /> s : s : <br /> -baomes gray, medium-denst <br /> i <br /> � <br /> sr•sM Gray, slight y silry, �ne-to me ium Erained S , mois��t, ��nm- <br /> dense to dense <br /> i 'O --- —�-- <br /> i <br /> � Test pit tenninated at 8 fcet below gradc on 2-27-96. <br /> No groundwater seepage was encountered during cxcavation. <br /> iNu cavina. <br /> 15 <br /> ( <br /> TEST PIT LOGS <br /> ` '�� GEOTECH SEABROOKE MICiHLAND3 SUHDIVISION <br /> CONSULTANTS, tNc. EVERETT,WA <br /> � �Job�No: �M: op��Oy: bh: <br /> I p�psp MAA /1i0 JF! i <br />