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I <br /> {�' `�1 TEST PIT 5 <br /> I �e +°o 0�4aav�� cog <br /> G Description <br /> FILL I 2"of Asphalt over 4"of Brown,gravelly,silty SAND(Fill) <br /> I - <br /> Gray,gravelly,silty SAND,fine-grained,very moist,dense(Glacial till) <br /> SM <br /> I `T-- <br /> -becomes very dense <br /> * Test Pit terminated at 5.0 feet on November 12, 2009. <br /> * No groundwater seepage observed during excavation. <br /> * No caving observed during excavation. <br /> i 10-I <br /> I l �� ��t TEST PIT 6 . <br /> ���X�, ��` ' 5 <br /> * �0' `�� Description <br /> I Sod and Topsoil <br /> 1114 Gray,gravelly,silty SAND,fine-grained,very moist,dense(Glacial fill) <br /> I _ SM <br /> -becomes very dense <br /> - <br /> I <br /> 5 — <br /> * Test Pit terminated at 3.0 feet on November 12, 2009. <br /> I L * No groundwater seepage observed during excavation. <br /> _ * No caving observed during excavation. <br /> I <br /> 10-- <br /> 1 ' <br /> TEST PIT LOG <br /> ' 4 GEOTECH Lot B-E of 1605 SE Everett Mall Way <br /> CONSULTANTS,INC. Everett, Washington <br /> Job Date: Logged by: Plate: <br /> I <br /> 09266 Nov.2009 JMJ 5 <br />