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Date Excavated: 4/2/2009 Logged By: BPD <br /> Equipment: John Deere 120 Track Hoe Total Depth (ft) 14.0 <br /> SAMPLE <br /> � <br /> � <br /> � � MATERIAL <br /> � ., E m o s � <br /> °' `° DESCRIPTION o REMARKS <br /> C d � Z J @ � <br /> U al <br /> O .... � � m V � C C <br /> � � C — C L Q'N � �n� <br /> � fl- in E tn (6 O tn � O C <br /> W � I— (n F- U` U` CJ W �U <br /> SM Gray/brown silty fine sand wth gravel,concrete rubble,and steel rebar Probed(P)=4 to 6 inches <br /> 7 <br /> debris(very loose to loose,moist)(fll) <br /> r. <br /> �yo <br /> � i <br /> P=4 to 12 inches <br /> �� <br /> �` 2 - - <br /> P=4 to 12 inch�s <br /> �� <br /> �` 3 - <br /> P=4 to 12 inches <br /> �� <br /> �` 4 � -- — --- — -- — -- <br /> SM Gray/brown siity fine to medium sand with gravel(very loose to loose, >> P=a to�o incnes <br /> moist) <br /> ^� <br /> � 5 <br /> ^y I'�, <br /> �` 6 <br /> � sA 15 SA(%F=23) <br /> � <br /> w ��� � �I.��. <br /> 0 <br /> w <br /> � <br /> r ,�� <br /> �n <br /> a 8 - <br /> � <br /> w <br /> � <br /> � �,�ti g Bottom of old concrete footing observed <br /> �, 3 Sr�n Gray/brown silty fine sand w�th gravel and occasional cobbles(very dense, 8 <br /> w moist)(glacial till) <br /> z <br /> � <br /> o �`^ 10 — <br /> w <br /> � <br /> E � <br /> � ,�O I <br /> \ 11 <br /> E <br /> � <br /> o � <br /> a a� 12 <br /> � I ;.. <br /> I ; � <br /> m o� I.: <br /> F �` 13 q <br /> � X <br /> � <br /> o� <br /> P �` 14 <br /> - No groundwaterseepage observed <br /> � Minor caving observed from 0 to 5 feet <br /> w <br /> 0 <br /> � <br /> 0 <br /> z <br /> ° Notes: See Figure A-1 for explanation of symbols. <br /> � The depths on the test pit logs are based on an average of ineasurements across the test pit and should be considered accurate to 0.5 foot. <br /> � <br /> 3 <br /> P Log of Test Pit TP-5 <br /> o Project: Beverly Park Substation <br /> E G E4 E N G I N E E RS � Project Location: Everett, Washington <br /> a � Figure A-15 <br /> � Projec t Num ber: 0 4 8 2-0 2 7-0 2 Sheet 1 of 1 <br />