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• <br /> • <br /> EXPLORATION PIT LOO <br /> fl Number EP-2 <br /> FILL SOIL <br /> 1 Medium dense, dry to damp, light grey-brown, silty fine to medium sand with trace <br /> small gravel. <br /> 2 . • <br /> 3 <br /> VASHON ADVANCE OUTWASH SAND, Qva <br /> . • Dense, dry to damp, light grey-brown, silt with some fine sand. <br /> 4 <br /> Dense, damp, light grey-brown, fine to medium sand. <br /> S <br /> 6 • <br /> BOH.@6' <br /> No ground water seepage <br /> - 7 No caving or sloughing . <br /> • <br /> 8 <br /> • <br /> 9 • <br /> • <br /> • <br /> 10 <br /> 11 <br /> • <br /> 12 <br /> • <br /> 13 <br /> Subsurface conditions depicted represent our observation at the time and location of this exploratory hole,modified by geologic interpretation;engineering analysis <br /> and judgment. We will not accept responsibility for the use or interpretation by others of information presented on this log. <br /> Battermann Chinook View Residence <br /> Geotechnical BGC pile <br /> 14267 209th Avenue NE x Chinook Drive <br /> \�. Everett, Washington <br /> Consulting g Woodinville,WA 98077 October 19, 2011 <br /> t�►r (425)973-5062 <br /> • Project No. 11027 <br />