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I <br /> Date Excavated: 9/28/2009 Logged By: AKL <br /> IEquipment: Case 580 SL Backhoe Total Depth (ft) 5 <br /> e s <br /> SAMPLE <br /> c MATERIAL <br /> REMARKS <br /> ^ o s <br /> c z a DESCRIPTION <br /> W L_ C C O.. 0'y Q y„ <br /> 0- N 1=N N O N I U <br /> lG <br /> w 0 F- inF-- 0 0U w <br /> ILL SOD 3 to 4 inches sod and topsoil (Probe)P=4 to 6 inches <br /> 1 L. . <br /> SP Gray/brown fine to medium sand(loose to medium dense,moist) <br /> V I .• • <br /> y•\3 / <br /> 1 <br /> SM Gray silty fine sand with occasional gravel(very dense,moist)(glacial till) <br /> I <br /> 8 <br /> I <br /> -yeti 2 - - <br /> P<%z inch <br /> I <br /> I <br /> 7^ •y 3— _ _ <br /> Li 4 1 11 P<%z inch <br /> c <br /> m <br /> w <br /> wA •..... <br /> w <br /> zI . ..•..• <br /> 0 <br /> E 9 <br /> a-4? 5 <br /> I a No groundwater seepage observed <br /> No caving observed <br /> F <br /> m <br /> 0 <br /> a <br /> i <br /> c7 <br /> I 3 R Notes: See Figure A-1 for explanation of symbols. <br /> § The depths on the test pit logs are based on an average of measurements across the test pit and should be considered accurate to%-foot. <br /> s♦ i <br /> a <br /> I a Log of Test Pit TP-4 <br /> Project: Administration Building Office Expansion <br /> GEOENGINEERS47 <br /> Project Location: Everett,Washington <br /> Figure A-5 <br /> w Project Number: 0482-031-02 Sheet 1 of 1 <br />