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�. -� ' ,� <br /> �' O O O N p <br /> N <br /> � ,�y� �� TEST BORING LOG E' <br /> ti m �" <br /> 'O ++ 3 .0 N 01 <br /> Y <br /> � v� v� TB- 3 Description � <br /> 3 <br /> v�a-- ca c� .— <br /> Bro�vr► E� black intermixed silt eand <br /> and gravel� organice (artificial fill) <br /> 40 Oxidized brown poorly sorted eand <br /> eome gravel Wet � <br /> 5 � <br /> Grey� denae, poorly sorted ailty sand � <br /> Nith gravel (till) <br /> 76 ' <br /> I <br /> lo I <br /> Grey� dense. Mell bedded eilty fine sand/ ! <br /> eandy eilt with fine sand lenses � <br /> 49 <br /> �5 I <br /> increasing fine eand lenses � <br /> y6 <br /> 20 <br /> some �medium sand lensee <br /> 83 <br /> T.D. <br /> 24.0' <br /> Note� 10' piezometer <br /> installed <br /> DAVID L.NEIiON AND�SSOCIATES,INC. <br /> ' Comuuin`Enrneerin�Geolo{Y <br /> --- IN7�WMW��u� �Mw+r�M'A9�t7I� 2�fI7N�/17 <br /> Shore Avenue Slope Stability <br /> Everett, Washington <br /> c <br /> SCAIE PROJ.NO. 21 �` <br /> Date 5/9/83 Page 1 of � <br />