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1 `e °il <br /> �� '`a TEST PIT 3 <br /> o\5�\ \ a \e SGS <br /> f v oo� �� J 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 /> f f f f Rust-brown, mottled,gravelly silty SAND,very moist, loose to medium-dense <br /> SM <br /> 10 — Ill €iI -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 /> .\5� e� aye <br /> peQ�r X00 � J5o 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 6107 Berkshire Drive <br /> CONSULTANTS,INC. Everett, Washington <br /> JobI Date: 1Loggedby: 'Plate: <br /> 16298 1 Nov.2016 ASM 4 <br />