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� <br /> Date Excavated: 4/24/2014 Logged By: — HP <br /> Equipment: Rubber Tire Backhoe Total Depth (ft) 8�0 <br /> SAMPLE <br /> � <br /> � .-. � � m o � MATERIAL <br /> _ ,� � z J � � DESCRIPTION o REMARKS <br /> O � � � m U .� C �C <br /> � L C — C L Q'N � �fJ <br /> ] Q 'N �'� Q � y O y�� <br /> (9 O U �U <br /> w � F�- cn F�- C7 (7 U w �o <br /> TS Dark brown silty fine to medium sand with occasional gravel and fine roots <br /> ati°` (loose,moist)(topsoil) <br /> � Probe=8" <br /> ����^ SM Light brown silty fine to medium sand with gravel and trace roots(medium <br /> i dense,moist)(fili) <br /> Z 9 Probe=3"to 5" <br /> ti� <br /> �` ��� -- ---------- <br /> SM Gray silty fine to medium sand with gravel and occasional cobbles(medium <br /> 2 dense to dense,moist)(fll) <br /> ti� <br /> 0. <br /> 3 �\ � 3 ���;:-- 12 Probe=4" <br /> � �I����� - <br /> ry^ <br /> 0. <br /> �/� ° SM Light brown silty fine to medium sand with gravel and occasional cobbles Probe=4" <br /> \ (medium dense to dense,moist)(weathered till) <br /> 4 ��,-I�:� - s PIT conductzd at 4 feet <br /> � 5A;HA ;.�I��;� �'" SA(%F=25) <br /> �ti <br /> 5 <br /> �9 <br /> � <br /> 6 li�.-I���: <br /> 5 � ,. <br /> 6 ' <br /> �^ i, <br /> U <br /> o � SM Gray silty fine to medium sand v�ith gravel and occasional cobbles(very <br /> �� �,��` dense,moist)(glacial till) <br /> 6 Probe<%" <br /> al 8 ... _ . ��. <br /> w Probe depths were measured using a'/-inch-diameter steel probe rod <br /> �� No groundwater seepage observed <br /> �, No caving observed <br /> o An approximately 2%:foot by 2%z foot concrete block was exposed in the <br /> m corner of the test pit between a depth of 3%z feet and 6 feet <br /> � <br /> � <br /> w <br /> w <br /> z <br /> � <br /> z <br /> 0 <br /> � <br /> E <br /> � <br /> E <br /> 0 <br /> a <br /> � <br /> z <br /> � <br /> F <br /> m <br /> U <br /> O <br /> ¢ <br /> C <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 /> a Log of Test Pit TP-12 <br /> o Project: Beverly Park Substation <br /> �D G EO E N G I N E E R�J /�/ Project Location: Everett, Washington Figure A-22 <br /> —j� Project Number: 0482-027-02 Sheet 1 of� <br />