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� d <br /> G +> 3Y .1 <br /> ' O o O N j] <br /> ro <br /> ��q � `�' TEST BORING LOG E' <br /> � <br /> �o +� 3 .0 w a� <br /> c� o ,-+ v <br /> � <br /> � aA Q� TB-4 Description 3 <br /> Brorn. looee intermixed eilt, sand yery Wet <br /> gravel� organica (artiSicial Sill) <br /> 12 <br /> Grey-brown poorly sorted eand Very Wet <br /> 5 <br /> — — — — — — — — — — <br /> Grey medium-coaree eand Very Wet <br /> 16 - - — - - — — — - - — — <br /> Grey poorly eorted silty eand� wet ; <br /> 10 some gravel _ _ _ _ _ <br /> Grey medium sand Wet <br /> I <br /> 79 Aark grey� dense� poorly eoi•ted silty I <br /> sand with gravel (till) ' <br /> 15 il <br /> Grey� denae, ailty iine sand/sandy silt <br /> i <br /> 5g rrith medium-fine sand lenses <br /> general 'blocky'appearance <br /> 20 � <br /> I <br /> - - - - -- - - - - — -- — — � <br /> Grey dense fractured as above � <br /> 88 <br /> T.D. <br /> 24.0' <br /> Notei 24' piezometer � <br /> inatalled <br /> ! <br /> � <br /> D�VID L.NEl50N AND ASSOCI�TCS,INC. <br /> 4mulbn�Er�nerin{Geolo{y <br /> 17�7�MMI�V R>M � Mw�.F�f�777 � 701/��177 <br /> Shore Avenue Slope Stability <br /> Everett. Waehington <br /> SCALE � •FOJ.NO. <br /> 2183 r <br /> Late 9 8 Page 1 of 1 � <br /> _ ..._ - _ __.. . . <br />