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i <br /> I Boring B-2 � <br /> I (cont.) <br /> Soll Profile Semple Dele Penetretbn Resistence � <br /> � I � (Bbw��foot-�) Z, PiezomaMr <br /> c <br /> 10 20 30 40 50 50 �g' �^gtallaGo�- <br /> � $ r �$ 3 c '�� Molsture Contenl $ �' Ground <br /> I �o Description �$ ��E m� � $ (Percent-�) �~ Dater <br /> � 10 20 30 40 50 <br /> 3 Brown�ray,fine sand(very dense,moist) � � <br /> 63 <br /> I 35 -becomes dense � Sp 35/ ,35 35 <br /> 50-5" <br /> I40 ' 48 40 — 40 <br /> ( � Boring wes compleled a141.5 feet on 3I22I2005. <br /> � Groundweler was not encountered during dnlling. <br /> ' qs 45 45 <br /> ISp 50 50 <br /> I <br /> I <br /> 55 55 55 <br /> I <br /> � <br /> N <br /> � <br /> LEGEND Concrete M MoisWreContentLabTest ~ <br /> � Solid P�lC Pipa �'-� ' <br /> � � Depth Driven and Amount Recovared Bentonite G Grain-size Malysfs � <br /> with 2•Inch O.C.Split-Spoon Sampier � Sbtted PVC Pi e � <br /> P t'.1 Native Soil N Torvane Reading,tonsM <br /> * Liquid Limit � <br /> Monument/Cap 0 Silka Sand PP Pocket Penetrometer Readinp,tonsfH � <br /> } Plastic Limit � lo Piezometer <br /> 1 Water Laval p Sampie Pushed <br /> NOTE:The etretifketbn Ynea�eyrssent Ne epqnalmele oountleAea between edl rypea end Ne VeneNm mny be B�duel. � <br /> Project Number _/\ NEL90N GEOTECHNICAL No. Date Revldon By CK � <br /> I 411805 England Avenue Lot N/ - Gq� AseocuTee, INc. �� � ^� � <br /> Figure 6 G[OTECNNICAL ENGIN[[N! h G[OL061<T� <br /> Boring Log ,,,,,.,�,._,�� ,�..�,,,,I��^.�. <br /> Page 2 of 2 �wi ,�"°"mo1"r:.°a�a ».."'M.., m�„r�r <br /> z <br />