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�- <br /> I I BORING LOG <br /> € <br /> I a-3 <br /> t Approximate Ground Surface Elevelion: _ Q <br /> I 2S <br /> Soil Profile Sempla Dele Penetration Resistence � ? <br /> (Bbwslfoot-�) q Piezomaler <br /> 10 20 30 40 50 SO.I rm- Instellalion- <br /> � � --- ---- - �- —'-�— ' � 2� Ground Water <br /> e. °' � Moisture Content g <br /> I Descnption n$ $ � ` Eyp � Peicent- �ata <br /> I (�J V` rn m � N�a 10 20 30 •'0 50 50. � (�B�in Feep <br /> I I I I � <br /> Brown�grey,send witli trece organics Z � • . I I I� '=-1 <br /> (very bose,rtaisq F(_IIL) M L� u� <br /> 23% r I� i <br /> 1 � � <br /> I SP Z � <br /> I � � g . .__ .. .. . . . . 5 . <br /> I . . 2 ' , . . . M . <br /> _ 37 � � <br /> erown�grey sin(very stitt,rtwist)(layered,hacklea) �'r,�� ' <br /> I ,.�. ,. ML 27 <br /> — — — — -— ', <br /> Gray siR(hard�moisq— — — — — — � �.___' M� 1D 10 � <br /> 74 ' � M <br /> IOrange-brown silt(hard,moist)(layered)— — — — — ' M� 28% — <br /> Orenga-brown silt(hard,moist) - <br /> , M� 50�6" C — <br /> IBrown�rey silt(hard,moisq _ _ _ _ _ _ _ _ ML � II __ <br /> Bmwn�rey silty with fina lo medium sand(hard,maist) �� ML 5� . 15 .� . � � �5 <br /> :,;:�`.-.. ' 25% <br /> I6rown�grey sift with send inlerbedded with sand and sitt � _ <br /> (hard.molsq — —I��—�` �� � ML 36l ' - <br /> + 50-0' <br /> — — — — — — — — — — — — — — <br /> I Gray,medium lc voarse sand(very dense,moist) . ., _ . - <br /> i � � SP I 50-5' 20 20 . -. . <br /> Boring termineted bebw existing grade a120.5 teet on � I <br /> 12@2I06.Gmundwater saepage waa encounlored at I I <br /> I 6.5 foot during dnlling. <br /> I <br /> I25 . . .. . .. .. . . 25 <br /> —— — I I �--- <br /> I LEGPND ,_.� SoIidPVCPipe Cuncrete M MoisWreContanl <br /> �e G,Driven and Amaunt Recovured �- Sbtled PVC Pipe Benlonite A Ane�re <br /> P G Grein-size Malysis <br /> with 2•inch O.D.Split-Spoon Sampler �_ MonumenU Cap Native Soil DS Direct Shear <br /> �' to Piezomeler pp Pocket Penetromeler Readings,tonslR <br /> Depth Driven end Amount Recovored * L uid Llmil n Silica Sand <br /> I with 3-inch Shelby Tut�e Samplur � P Sample Pushed � <br /> t PlesticLimil Z' WaterLevel T Trieziel y� <br /> NOIE:5ubsurlece OOMCqns CpktaE repaaenf our a0aerva�Wna aI Ne Umh anO bution d I�Is aapbratory 1pb,modMeO 0y arpineemg Imta.enayalf�nC�udlenent 7Tay aA rqi neca¢saN/ � <br /> ropnaenmthe W atner timro ane bcatbns.We cenmt acuy.rwporoiMtry br Me we or In:erpsintion oy otnen d UiMmetbn pwentea m me bg. <br /> IProject Number �,�� NELSON GEOTECHNICAL No. Date Revlsion By cK ^ <br /> 755706 AghaghafarResidence N� Gp1. A990CIATE9� �r,c. -I — �� ,�� Bo <br /> 1 I 19W p <br /> Figure 9 Boring Log G[OTECNNICAL ENGIN[ERB &G[OLOGIBTB I iRpp� pµ� 1RN Bo = <br /> I — m�wm�a�w�w�n� w..�u+o�l�alr�s.ir�ee o< <br /> Page 1 of 1 Wst�ee�awrwriaia ...�rR.pammn (� <br /> : <br />