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I E <br /> I <br /> ) <br /> B-3 <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> 1 <br /> m —moo Drilling Method: Hollow-stem Auger <br /> 7 T <br /> Z m ~ o (0a Ground Elevation(ft)• N/A I <br /> ar `m LL cv c> <br /> w nv `o a U a Ec E o H m <br /> D -- <br /> AC As halt 2"thck <br /> SM Light brown,silty,gravelly,fine to coarse <br /> SM \ — Groundwater not encountered. <br /> -, SAND L mum dense,tnois�(fJ_ � � <br /> Gray,very silty,fine to medium SAND with <br /> Flo=D trace fine gravel;occasional organics j <br /> S-1 b2 26 CA (medium dense to dense,moist)(fist) <br /> t Easy drilling <br /> b PID=0 <br /> i.:.„ S-2]1 b2 32 W=12 , <br /> f GS <br /> �] PID=0 <br /> S 3 1 I b2 14 <br /> J�L Piece of plastic In sample <br /> '� 10 <br /> S-4 b2 20 <br /> S-5 b2 17 <br /> 15 SIB t! Gray to tan with orange mottling,fine sandy <br /> PID=0 ML SILT to very silly,fine SAND(hardldense, <br /> S-6 b2 42 CA moist)(GIl) I <br /> W=25 <br /> SM Gray with orange mottling,silty,gravelly, <br /> fine to coarse SAND(very dense,moist) <br /> • (tlu) <br /> Hard drilling <br /> 20 <br /> S-7jr b-2 �! PID=D <br /> O <br /> Boring Completed 03/27101 <br /> � Total Depth of Boring=20.8 ft. <br /> :... <br /> 0 <br /> f 0 <br /> o <br /> 25 i <br /> o <br /> 1 <br /> w <br /> w <br /> I 30 ) <br /> Z <br /> cr <br /> Z i <br /> Z <br /> uj <br /> O <br /> y <br /> m —35 <br /> v Notes: t. Stratigraphic contacts are based on field Interpretations and are approximate. <br /> 2. Reference to the text of this report Is necessary for a proper understanding of subsurface conditions. <br /> 3. Refer to Soil Classification System and Key figure for explanation of graphics and symbols. <br /> M <br /> ' College Plaza Shopping Figure <br /> Landau Center Log of Boring B-3 A4 <br /> Everett,Washington f'1 <br /> I Associates <br />