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i <br /> I I Boring B-2 <br /> IIPenelrel'an Resietence � <br /> Soil Profile Semple Data (B�a����_�) r piezomarer � <br /> I u� g Installatbn- <br /> 10 20 30 40 50 50 � <br /> $ r a$ = n$ Moisture Content Ground <br /> n Descriplion �g' Q E �� E SF ,�� Water <br /> L8 �� � N m N Zs (Percenl-�) � Data <br /> -' 10 20 30 40 50 <br /> I _ p � 0 <br /> Orengish-biown,fine to medium sand wdh Uace grevel 4 <br /> � and silt(very Ioose to loose,maisl) <br /> I - -becomes dense <br /> �-5 , 5 5 <br /> I �_ . SP 39 <br /> ( � . <br /> �10 , '10 -- 10 <br /> 46 <br /> I <br /> F ....... ........................................ ':'........... <br /> IL Brown�grey,fne sand(vory dense,moisl) , — <br /> —75 '15 -- 15 <br /> r : � � <br /> I = � <br /> �2� 2�_ 20 <br /> .� SB ' <br /> • SP <br /> 25 . t25 --- 25 <br /> I 63 <br /> � <br /> I � <br /> LEGEND i��?f Conaete M MoislureContentLebTesl � <br /> j � Solid PVC Pipe <br /> ' � Oepth Dnven and Amounl Recrovered Bentonite G Grein-size Malysis <br /> with 2-Inch O.D.SpIi4Spoon Sampler � Slotled PVC Pipe c_. � <br /> � Netiva Soil N Torvane Reading,tonsM � <br /> * Llquid Limit <br /> � MonumenV Cep Q Silice Sand PP Pocket Penetrometer Reading,tonsM w <br /> } Plastic Limit to Piezomater <br /> t Weter Level P Sample Pushed <br /> NOTE'71ie evefMcatbn liroa mynent Me eDP�x�:e CwmM�lea Eetween edl rypee anC tlie trnnertbn meY Oe petluai. <br /> Project Number ��� NELSON GEOTECHNICAL No. D�te Rlvl�lOn By CK <br /> I 411805 England Avenue Lot N/ - Gq� AssocuTee, INc. , � oro� � � <br /> Figure 6 GlOTCCNNIGL ENGINC[R� el G[OL001fT6 <br /> I Boring Log nn.�ani..r<.�em ebo.r�w+r�im.� <br /> Page 1 of 2 �w��;�.�,� ""�'�`��' <br />