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� <br /> � <br /> ; <br /> { <br /> I <br /> i ' <br /> � nr � LOG OF TEST PITS I <br /> b7 �C y <br /> �pra <br /> � y �' DEPTH UNIFIED SOIL SOIL DESCRIPTION I ' <br /> y � r�i IFEeT) CLASSIFIC:.TION <br /> K n <br /> o � o TEST I'I7 E <br /> � N M <br /> [�C � � <br /> o � ° 0.0 - 0.1 SOD <br /> � '� � 0.7 - 6.0 Sf�i DARK 9ROWN SILTY FINE SAND WITH ORGANICS <br /> z y � (LOO�E, DAfdPI (FILLI i <br /> z <br /> d y y g��� BROWN AND GRAY SILTY FlNE TO U�EDIUM SAND � <br /> °n o v~i 6�� s�� WITH TRACE GRAVEL AND ORGANICS (IJ�EDIUM <br /> � ro r DENSE, DAMP) lFILL� ; <br /> �a m � <br /> H O N <br /> 3.0 - 9.0 SP GRAY BROWN FINE TO MEDIUPi1 SAND �VITH i <br /> TnACE SILT (MEDIUivI DENSt, �'lET1 ( <br /> T�ST PIT COtiiPLE i ED AT °.0 FE�T ON 12/O6i90 <br /> GROUND WATER OBSERVED AT S �=ET � <br /> I <br /> TEST PIT F I <br /> I <br /> I <br /> 0.0 - 0.7 SOD ' � <br /> . O.�i - i.y Si�i nROWN SILTY FINE SAND WITH TRACE GRAVEL I ._ <br /> i�os, (LOOSE, iv101ST) (FILL) jI <br /> !�' GRAY SiLTY FIi�IE Sr'+ND WITH GRAVEL,ANO TRACc � <br /> � l.�l - 11.0 SP.1 � <br /> � ORGANICS (ti1EDIUM D'eNSE, MOIST) (FILL) <br /> � �� <br /> � � 11.0 - 12.0 SP �RAY M"cDIUIv1 TO COARSE SAND (iatEDlUiv1 <br /> �� DeNSc, :VeT) . <br /> TcST PIT COivl?LETeD AT 12G "rc�T OiV 12/0Ei90 <br /> GROUAD YVATER 0°SERVED ;;T 11.5 FEET <br /> � �s � <br /> TEST PIT G I <br /> 'al � <br /> 0.0 • 0.1 SOD <br /> ! ���' 0.1 • 7.5 SM °ROWid SILTY SAND bVITH ORGAnICS AND ROOTS <br /> (LOOSE TO MEDIUM DE�S"c, tv101ST1 IFILLI <br /> i 7.5 - t 0.0 SfV1 GRAY Fii4E TO MEDIUM SAND 4VITH SILT AND <br /> � GRAVEL ;MEDIUM DENSE, N101ST TO 4VET) <br /> I o� <br /> \ TeST P!� COMPLETED AT 10.0 FEET ON 12/Oo!°0 <br /> HOLE C�+VES BRWE"eN 6.5 AND 8.0 FEEi <br /> Gr",CUt�D `.VATER SEEPAGc AT 3.0 AND 7.5 FEET <br /> COUVRElZ'E GEOTECHNICAL ENGINE:flING <br /> FILE N0. 231-01 DECENiBE9 1990 <br /> FIGURE � <br /> � <br /> i <br />