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Ac ° BORING 5 Approximate <br /> �� � a�ro� °�5 Ground Surface <br /> 02, <br /> V , (1" q) "� c�a ,‘) Description Elevation:92.25 ft <br /> 6 inches of asphalt pavement over; <br /> — FILL 12 inches of large gravel(FILL)over; <br /> -- Dark brown to black, organic silt with wood PEAT,very moist,very loose <br /> 14 1 ; <br /> PT 12 <br /> 5 — <br /> _ 35 2 <br /> Blue-gray clayey sandy SILT with gravel fine to medium grained with some <br /> plastic clay,very moist, loose <br /> 10 — ML <br /> 39 3 /Orange-brown, mottled with light gray, silty SAND with gravel,fine to medium <br /> F.t$„„ ;i grained,moist, dense <br /> * Test boring was terminated on May 3,2012 at 11.5 feet. <br /> * Groundwater was not encountered at during drilling. <br /> 15 — <br /> i <br /> 20 — <br /> 25— <br /> • <br /> TEST BORING LOG <br /> GEOTECH 1110 Rainier Avenue <br /> CONSULTANTS,INC. Everett, Washington <br /> Job Date: 1 Logged by: Plate: <br /> 12080 May 2012 JLH <br />