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� <br /> Date Excavated: _ 4/24/2014 Logged By: HP <br /> Equipment: Rubber Tire Backhoe Total Depth (ft) 7.0 <br /> SAMPLE <br /> � <br /> � � MATERIAL <br /> � � m m � ° � REMARKS <br /> o � � � m � � � DESCRIPTION �,� <br /> (6 � C — C Q Q'N � .�-N <br /> � Q N E N �p O@ U ��C <br /> W � I� (A F�- (7 C`�J U W �U <br /> TS Dark brown siity fine to medium sand with occasional gravei and fine roots Probe=12" <br /> ko� (loose,moist)(topsoil) <br /> � Probe=12" <br /> SM Gray/tan silty fne to medium sand with gravel,occasional cobbles and <br /> �,o� roots(very loose,moist)(fili) <br /> 2 - <br /> � �� � �i.��.� 16 Probe=12" <br /> ,�o <br /> 3 I . <br /> Probe=12" <br /> �o" <br /> 3 <br /> 4 \/ s� ! SM Gray/tan silty fine to medium sand with gravel and occasional cobbles » SA(�F=19) <br /> �,o°` \ ! (weathered tili) <br /> 5 i <br /> 03 <br /> b <br /> � �/ 5 SM Gray silty fine to medium sand with gravel and occasional cobbles(very <br /> dense,moist)(glacial till) <br /> �oti <br /> w 7 — '-� <br /> o Probe depths were measured using a%z-inch-diameter steel probe rod <br /> � No groundwater seepage observed <br /> a� No caving observed <br /> �' <br /> a <br /> � <br /> � <br /> w <br /> F <br /> w <br /> � <br /> � <br /> 0 <br /> N <br /> � <br /> Z <br /> � <br /> Z <br /> � <br /> W <br /> � <br /> E <br /> � <br /> E <br /> F <br /> n <br /> 0 <br /> a <br /> � <br /> � <br /> z <br /> � <br /> F <br /> � <br /> U <br /> O <br /> � <br /> a <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 /> � <br /> , Log of Test Pit TP-14 <br /> o Project: Beverly Park Substation <br /> � G EO E N G I N E E RS /� Project Location: Everett, Washington Figure A-24 <br /> � � <br /> � Project Number: 0482-027-02 Sheet 1 of 1 <br />