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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 /> � � � � � o � MATERIAL <br /> o � � � � � � � DESCRIPTION �o REMARKS <br /> � L C C Q Q'N O �� <br /> > p- N �� Ul <br /> N � �(6 U O� <br /> W O H i�N (� C�U W �v <br /> TS Dark brown silty fine to medium sand v�rith occasional gravel and fine roots Probe=12" <br /> (loose,moist)(topsoil) <br /> o� <br /> Q � Z • _.. <br /> ���^ SM Gray/tan silty fine to medium sand with gravel and occasional cobbles 10 Probe=3" <br /> � (dense,moist)(weathered till) <br /> 06 <br /> A 2 <br /> \� 3 I ` SM Grayitan silry iine to medium sand with gravel,occasional cobbles(very Probe<1" <br /> /� dense,moist)(glacial till) <br /> A�� 3 <br /> :� <br /> Probe<1" <br /> P-. <br /> O�` � <br /> a 4 -- — <br /> Probe depths were measured using a Yz-ir.ch-diameter steel probe rod <br /> No groundwater seepage observed <br /> No caving observed <br /> U <br /> W <br /> H <br /> O <br /> U <br /> a� <br /> ti <br /> a <br /> � <br /> � <br /> i- <br /> w <br /> C� <br /> F <br /> O <br /> � <br /> N <br /> � <br /> Z <br /> ('J <br /> Z <br /> O <br /> � <br /> E <br /> t� <br /> m <br /> 0 <br /> a <br /> � <br /> F <br /> z <br /> � <br /> F <br /> N <br /> U <br /> O <br /> � <br /> � <br /> z <br /> ° Notes: See Figure A-1 for expianation of symbois. <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 /> 3 <br /> a Log of Test Pit TP-16 <br /> o Project: Beverly Park Substation <br /> �� G EO E N G I N E E R�J /�/ Project Location: Everett, Washington Figure A-26 <br /> --v� Project Number: 0482-027-02 Sheet 1 of 1 <br />