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Date Excavated: 4/25/2014 Logged By: HP <br /> Equipment: Rubber Tire Backhoe Totai Depth (ft) 6.0 <br /> SAMPLE <br /> � <br /> � <br /> � ,. � � m o � MATERIAL <br /> °' `° `� � � DESCRIPTION REMARKS <br /> C � (n Z J @ y � <br /> O .� m � � U U C N« <br /> � L C C .0 Q'N � �C <br /> ] — — Q �N O en� <br /> � Q N �J1 (9 O�p V �p p <br /> W � F�- (n h-�- CJ C�`J U W �U <br /> TS Dark brown silty f ne to medium sand with occasional gravel and fine roots Probe=s"to 12'� <br /> (loose,moist)(topsoii) <br /> � SM Gray silty fine to medium sand with gravel,occasional cobbles and trace 10 SA(/F=24) <br /> ��3 , sA j fine roots(d2nse,moist)(weathered till) <br /> ��� � Probe=3" <br /> I . <br /> �ry <br /> ' 2 - <br /> Probe=3" <br /> �1 <br /> `� 3 <br /> � SP-SM Gray fine to medium sand with silt,gravel and occasional cobbles(very Probe<i" <br /> dense,moist)(glacial till/outwash?) <br /> 90 <br /> `� 4 <br /> 0"� <br /> 3 5 <br /> 3 4 %F=6 <br /> � %F <br /> '� 6 <br /> Probe depths were measured using a%-inch-diameter steel probe rod <br /> No groundwaterseepage observed <br /> No caving observed <br /> U <br /> O <br /> C� <br /> d <br /> H <br /> 2 <br /> F <br /> N <br /> H <br /> W <br /> � <br /> F <br /> � <br /> � <br /> � <br /> W <br /> W <br /> Z <br /> � <br /> Z <br /> W <br /> O <br /> W <br /> � <br /> E <br /> F <br /> E <br /> F <br /> 0 <br /> 'a <br /> � <br /> F <br /> z <br /> C7 <br /> F <br /> � <br /> � <br /> U <br /> W <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 /> a Log of Test Pit TP-15 <br /> o Project: Beverly Park Substation <br /> E V EO E N G I N E E R�J /�J Project Location: Everett, Washington <br /> � �j� Project Number: 0482-027-02 Fig�u ee Ao-25 <br />