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I <br /> I Date Excavated: 5/21/2009 Logged By: BPD <br /> Equipment: John Deer Backhoe Total Depth (ft) 4 <br /> I • SAMPLE v <br /> m �' o a MATERIAL <br /> I o m�, °' DESCRIPTION o REMARKS <br /> t L C C .0 2•g p� j G <br /> N �' N I:N N O y c) h C A <br /> w a F r!)N (0 0U to 2CJ <br /> TS 4 inches sod and topsoil (Probe)P=4-5 inches <br /> I <br /> SM Gray silty fine to medium sand(medium dense,wet)(fill) <br /> 1 _�,% <br /> 1--; t 10 P<1-inch <br /> SM Grayish brown silty fine to medium sand with gravel(very dense,moist) <br /> (glacial till) <br /> i 1 .. <br /> III <br /> -y1ti ' <br /> 2—� 2 10 P<1-inch <br /> •._•• <br /> I .... <br /> :... <br /> ti . <br /> U <br /> I <br /> �^, 3 12-inch cobble P<1.inch <br /> 1" <br /> 3 1 <br /> P<1•inch <br /> 1_.<& <br /> 14 <br /> a Slow groundwater seepage observed at 1 foot <br /> 1 No caving observed <br /> II <br /> g1 <br /> Notes: Elevation estimated from base survey map. See Figure A-1 for explanation of symbols. <br /> I 6g The depths on the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. <br /> §• <br /> 5 <br /> i Log of Test Pit TP-1 <br /> I ii <br /> Project: Operations Center-Proposed Pole Storage <br /> Project Location: Everett,Washington Figure A-2 <br /> a GEOENGINEER <br /> W Project Number: 0482-031-00 Sheet 1 of 1 <br />