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. _. . <br /> U�i�U.'';�199E. Ur:r7 �UG3J�OJ?9 SMHI•11) �. FuTEf! PHI� 16 ! <br /> ; r� r TEST PIT 1 <br /> �� �. <br /> ' usc� Denn no,� <br /> � drayish brown,anvelly, silty SAND with concrete and uphalt <br /> idebris, moist,loose to medium-dense <br /> � -becomes wet,loose I <br /> S -becomes biue/Qray with concrete pipe debris <br /> FILL � <br /> 10 � <br /> Old lo soil � <br /> : Brown, silty, fine•Qrained SAND wrth organics, moist, loose <br /> -becomes arsyish brown, wet <br /> 1S " – <br /> Test pit terminated at 15 feet below grade on 2•17•96. <br /> No aroundwa�er seepage was encoumered during czcava►ion. i <br /> Slight c�ving. <br /> �,� TEST PIT 2 <br /> � �� use Detrrt rrorr <br /> 0 Grayish btown,�raveily, sitry SA.*1U with concrete debris, moist, <br /> gp„�, medium•dense <br /> -becomes loose — <br /> �oosoi <br /> s Brown, sti�htly silty, fine- to medium•gtained SA;dD with roots, <br /> . moist, loose <br /> t -becomes less silry <br /> � -becomes dense <br /> 10 <br /> ; Test pit terminatcd at `.� feec below grade on 2•27-96. <br /> � Nu�roundwater seepa�e was encountered during excavation. <br /> IS No cavinQ, <br /> TEST pIT LOGS <br /> � GEOTECH SEABROOKE NIQHLAND9 SUBDIVISION <br /> i <br /> ~ � CONSULTANiS, tN�. EVERETT�WA <br /> "r'-�?�"'s'_ �NOSO NAl1 ffll °��y: �n: J <br /> I , ' <br />