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B-2 <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> i <br /> m °o o Drilling Method:Hollow-stern Auger <br /> vo Q E .o <br /> z' $ n r5, Ground Elevation(ft)• NIA <br /> m I E 0 a U <br /> a Ec o N rn <br /> n 0.6 can m a <br /> 0 C snhaltC2"thickl f <br /> SM Gray,silty,fine to medium SAND with fine Groundwater not encountered. I <br /> graves(very dense,moist)(lgl} !!! <br /> PID=O j <br /> S-1 b2 SO/ CA <br /> g• W=9 Smooth,hard drilting <br /> PII]=0 <br /> 5 <br /> b2 50/ W=6 <br /> GS <br /> � l <br /> i 5-3 b2 50! <br /> 1" <br /> 10 5 4 JU b2 40/ PW =5 <br /> g.g 50/a1 2' r ' <br /> f 15 S8� al b01 Pip=Q <br /> 3• <br /> i <br /> 20 S-r�. b2 561 PkD=Q 1/2"tense or SILT wilEr Etne d <br /> o Boring Completed 03/27101 <br /> z Total Depth of Boring-20.8 It. <br /> 0 <br /> n 25 <br /> I o <br /> 1 P <br /> f <br /> U <br /> w <br /> c <br /> 30 <br /> Z <br /> C7 <br /> Z _ <br /> f � � <br /> � l <br /> VJ <br /> a <br /> 35 <br /> l Notes: I_ Stratigraphio contacts are based on field interprelallons and are approximate. <br /> 2- Reference to the text of this report Is necessary fora proper understanding of subsurface conditions. <br /> g 3. Refer to Soil Classification System and Key figure for explanation of graphics and symbols. <br /> I � <br /> College Plaza Shopping Figure <br /> Center Log of Baring B-2 A-3 <br /> Landau Everett,Washington <br /> Associates <br /> f <br />