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Date Excavated: 4/25/2014 Logged By: HP <br /> Equipment: Rubber Tire Backhoe Total Depth (ft) 4.0 <br /> SAMPLE <br /> � <br /> � � MATERIAL <br /> � � � � o a � <br /> °' `° � DESCRIPTION o REMARKS <br /> C � (� Z J @ a� <br /> O .� m � m V U C � <br /> � L � C Q Q'y O �N <br /> � fl- �n E N c6 O N U �U <br /> W � H tn t� UL' C7 U w �o <br /> \l TS Dark brown silty fine to medium sand with occasional gravel and fine roots Probe=12" <br /> \ (loose,moist)(topsoil) <br /> ��ry sA SM Gray/tan silty fne to medium sand v�th gravel and occasional cobbles �s Sa(i F=z2) <br /> � (dense,moist)(weathered tiil) <br /> Probe=5" <br /> �� <br /> b 2 <br /> SM Gray silty fine to medium sand with gravel and occasional cobbles(very <br /> i 3 dense,moist)(glacial till) <br /> ,�o <br /> �` 3 - <br /> Probe<%" <br /> � <br /> �`� 4 - -'.-- — — -- --- <br /> Prebe depths were measured using a%-inch-diameter steel probe rod <br /> No groundwater seepage observed <br /> No caving observed <br /> U <br /> W <br /> O <br /> W <br /> � <br /> a <br /> a <br /> y <br /> F <br /> � <br /> 0 <br /> � <br /> ¢ <br /> w <br /> z <br /> c7 <br /> Z <br /> J <br /> O <br /> u <br /> � <br /> E <br /> I� <br /> E <br /> � <br /> � <br /> a <br /> (7 <br /> F <br /> z <br /> (7 <br /> F <br /> N <br /> ti <br /> U <br /> W <br /> O <br /> tt <br /> a <br /> 'o <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-13 <br /> a <br /> o Project: Beverly Park Substation <br /> E G EO E N G I N E E R 5 � Project Location: Everett, Washington <br /> � � Project Number: 0482-027-02 Fig�u ee A�23 <br />