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I <br /> i'i�,`�l TEST PIT 3 <br /> c G 4 Description <br /> FILL 2"of Asphalt over 4"of Brown,gravelly,silty SAND(Fill) <br /> I - Gray,gravelly,silty SAND,fine-grained,very moist,dense(Glacial till) • <br /> ` SM <br /> I -becomes very dense <br /> I 5 — • . <br /> — * Test Pit terminated at 4.5 feet on November 12, 2009. <br /> - * No groundwater seepage observed during excavation. <br /> I * No caving observed during excavation. <br /> - <br /> I10 I <br /> I el y { �oeo, TEST PIT 4 <br /> I <br /> G ,c.C7Description <br /> Sod and Topsoil <br /> i Gray,gravelly,silty SAND,fine-grained,very moist,dense(Glacial till) <br /> - ;SM -becomes very dense <br /> 5 -- <br /> * Test Pit terminated at 5.0 feet on November 12, 2009. <br /> - * No groundwater seepage observed during excavation. <br /> I - * No caving observed during excavation. <br /> 10— . <br /> I TEST PIT LOG <br /> I GEOTECH CONSULTANTS,INC. Lot B-E of 1605 SE Everett Mall Way <br /> Everett, Washington <br /> Job Date: Logged by: Plate: <br /> 09266 Nov. Logged <br /> JMJ 4 <br />