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� v i <br /> � I <br /> ' � o0 om � I <br /> . •.� c � d <br /> � ��� �� TEST BORING LOG E" <br /> v � 3 r w a�i I <br /> d o ++v +' <br /> m <br /> +' dp v F TB- 1 Description s ; <br /> v� a-- o c� � <br /> Asphalt� crushed base and pit-run , <br /> Brorm & Black intermixed silty <br /> 1� g�'avelly sand w:th organics <br /> (artificial fill) We�t <br /> 5 — - - - - - - - — — — — — — <br /> Grey-brown artificial Sill xs above yery Wet � <br /> 9 <br /> 10 Oxidize3 Brown poorly sorted eand Wet <br /> Grey loose poorly sorted sand with Wet <br /> 6 some gravel <br /> 48 Grey� dense� poorly aorted silty sand <br /> 15 with gravel (Till?) some eand lenses <br /> Grey� thinly bedded, eilty fine eand/ <br /> 13 eandy eilt <br /> 20 <br /> Oxidized brown. becoming grey, poorly <br /> sorted eand with gravelt very loose Water <br /> 2 Bearing <br /> 25 <br /> grey with depth. gravelly <br /> 12 <br /> 53 Grey, dense , eilty Sine sand wiih some <br /> T.D. medium sand lenses <br /> 29.0' . <br /> Notes Two piezometers <br /> installeds <br /> - one @ 13' <br /> - one @ 29' <br /> DAVIO L.NELSON�ND ASSOCIATES,INC. <br /> ConwldnR Enpneenn�Geolo6Y <br /> 17�21M1n W�RaC • Mww,WA9�]1] � 20N71��712 <br /> Shore Ave . Slope Stability <br /> Everett� Waehington <br /> SCALE PROJ.NO. <br /> 2183c <br /> Date 5/9/89 Page � of 1 <br />