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e �5`e�`��yet TEST PIT 3 <br /> c$29 �00 �1•a?\e J5G <br /> Description <br /> _ 3 inches crushed rock over: <br /> Gray and rust-brown gravelly silty SAND, moist, loose to medium-dense(FILL) <br /> FILL <br /> 5 — -with occasional glass debris <br /> /TOPSOIL <br /> Rust-brown, mottled, gravelly silty SAND,very moist, loose to medium-dense <br /> SM <br /> 10 — -becomes dense(Glacial Till) <br /> * Test Pit terminated at 10.5 feet on August 25, 2016. <br /> * No groundwater observed during excavation. <br /> * No caving observed during excavation. <br /> 15— <br /> TEST PIT 4 <br /> e � <br /> ta a e S <br /> 9 <br /> e9 .cp`. �2 JSG Description <br /> Grass over: <br /> Gray and rust-brown,gravelly,slightly silty to silty SAND,slightly moist,loose to medium-dense <br /> (FILL) <br /> 5 — FILL <br /> -becomes moist <br /> 10 — <br /> * Test Pit terminated at 10 feet on August 25, 2016. <br /> * No groundwater observed during excavation. <br /> * No caving observed during excavation. <br /> 15— <br /> TEST PIT LOG <br /> - GEOTECH <br /> 6107 Berkshire Drive <br /> CONSULTANTS,INC. Everett, Washington <br /> Job Date: Logged by: Plate: <br /> 16298 Nov.2016 ASM 4 <br />