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Date Excavated: 4/24/2014 Logged By: HP <br /> Equipment: Rubber Tire Backhoe Total Depth (ft) 6.0 <br /> SAMPLE <br /> � <br /> � r. � � m o a MATERIAL <br /> � � � REMARKS <br /> _ � � z J � � DESCRIPTION ° <br /> O � � � n, U U � N.� <br /> � r C — C L Q'N � �� <br /> > Q (n �f/J � = N � N C <br /> N O U �U <br /> W � I� (n'r�- C7 (.'J U W �o <br /> TS Dark brown silty fne to medium sand with occasional gravel and fine roots <br /> a^� (loose to medium dense,moist)(topsoil) <br /> � �� � ����^ SM Light brown/reddish-brown silty fne to medium sand with occasional gravel, Probe=4"to 10" <br /> ,�^6 i cobbles and fne roots(medium dense,moist)(fill) <br /> 2 2 - <br /> SM Gray silty fine to medium sand with gravel and occasional cobbles(dense, » Probe =3��to 4� <br /> �^`' moist)(weathered tili) <br /> 3 3 _ Probe=1"to 3„ <br /> sn;Hn 13 PIT conducted at a depth of 3 feet <br /> �,�c� SA(%F=31) <br /> 4 - <br /> �� <br /> R <br /> Sm Gray silty fine to medium sand with gravel and occasional cobbles(very <br /> 5 dense,moist)(glacial till) <br /> k^ti <br /> .�� a I <br /> Probe<%" <br /> 6 / , — ---� — — <br /> Probe depths were measured using a'/z-inch-diameter steel probe rod <br /> No groundwater seepage observed <br /> No caving observed <br /> U <br /> W <br /> F <br /> O <br /> � <br /> a <br /> i <br /> � <br /> m <br /> m <br /> � <br /> w <br /> � <br /> 0 <br /> � <br /> tt <br /> w <br /> z <br /> (7 <br /> Z <br /> W <br /> O <br /> W <br /> C� <br /> E <br /> E <br /> � <br /> m <br /> 0 <br /> a <br /> C� <br /> F- <br /> Z <br /> � <br /> � <br /> U <br /> O <br /> � <br /> � <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 /> P Log of Test Pit TP-17 <br /> a <br /> o Project: Beverly Park Substation <br /> E G Et�E N G I N E E R�J /// Project Location: Everett, Washington Figure A-27 <br /> � �-�� Project Number: 0482-027-02 Sheet 1 of 1 <br />