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IProject:7-11 Everett—7500 Hardeson Road SSGC Job#1.$072 I TEST PIT LOGS I PAGE 1 OF 3 <br /> Location: Everett,WA <br /> 1 <br /> ' Test Pit TP-1 <br /> Depth(feet) Material Description <br /> 0— 1 Fill: Mixed silt, sand, gravel, cobbles with some wood <br /> debris: Loose to medium dense, moist, gray and brown. <br /> 1 —2 Topsoil <br /> 2—3 SAND with silt: Medium dense, damp, mottled orange <br /> brown. (Sample S-1 @ 2.5 feet) <br /> 3 - 5.5 SiltySAND with occasional.gravel: Dense, moist, graywith <br /> some orange mottling. (Sample S-2 @ 3.5 feet) <br /> ' 5.5—8.5 SAND with some silt: Medium dense, moist, �' Y (Sample <br /> gray. le <br /> p <br /> S-3 @ 6 feet) <br /> 8.5 — 11 Silty SAND with gravel and occasional cobble: Dense, <br /> moist, gray. <br /> 11 - 12 Silty SAND with clay and some gravel: Medium dense, <br /> moist, gray. (Sample S-4 @ 12 feet) • <br /> Test pit completed at approximately 12 feet on 8/30/18. <br /> Groundwater not observed at time of excavation. <br /> Approximate elevation: 290 feet <br /> Test Pit TP-2 <br /> Depth (feet) Material Description <br /> 0—3 Fill: Mixed silt, sand, gravel, cobbles: Loose, damp,brown. <br /> 3 —9 Silty SAND with cobbles: Dense,moist, gray with some <br /> ' orange mottling. Grades gray at 5 feet with some clay. <br /> (Sample S-1 @ 3.5 feet) <br /> ' 9 - 17 SAND with silt and gravel: Dense, moist, gray. (Sample S-2 <br /> @ 12 feet; Sample S-3 @ 17 feet) <br /> Test pit completed at approximately 17 feet on 8/30/18. <br /> Groundwater not observed at time of excavation. <br /> Approximate elevation: 292 feet. <br /> TEST PIT LOGS FIGURE A-1 <br /> • South Sound Geotechnical Consulting TP-1 TO TP-5 Logged by: THR <br />