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I <br /> Project:7-11 Everett—7500 Hardeson Road SSGC Job#18072 J TEST PTr LOGS I PAGE 2 OF 3 <br /> Location: Everett,WA <br /> I Test.Pit TP-3 <br /> Depth (feet) Material Description. <br /> 0—8 Fill: Sand, silt,with lesser gravel, cobbles,boulders and <br /> Ioccasional wood debris: Loose,damp to moist,brown. <br /> 8— 11 Fill: Silt, clay,wood debris: Soft/loose, moist gray to dark <br /> Ibrown. <br /> 1.1 - 15 Silty SAND with gravel and some clay: Medium dense, <br /> Imoist, grayish brown. (Possible Fill) <br /> 15— 16.5 SAND with some gravel and silt: Medium dense,moist, <br /> Igray. (Sample S-1 @ 16 feet) <br /> Test pit completed at approximately 16.5 feet on 8/30/18. <br /> I Groundwater not observed at time of excavation. <br /> Approximate elevation: 292 feet <br /> ITest Pit TP-4 <br /> Depth(feet) Material Description <br /> I0—5 Fill: Silt, sand, ravel and occasional cobble and sticks: <br /> Loose,damp to moist, brown. <br /> 1 5—7 Fill: Silt, sand, gravel,cobble and minor organics: Loose, <br /> moist dark brown. <br /> I7 —8 Fill: Silt, sand, gravel and occasional cobble: Loose, moist, <br /> brown. <br /> 8—20.5 Fill: Silty SAND with gravel, clay, wood debris - Stumps <br /> and limbs @ 12 feet: Loose,moist,brown to dark gray. <br /> I 20.5 -21 Silty SAND with gravel: Dense,moist, gray. (Sample S-1 @ <br /> 21 feet) <br /> I Test pit completed at approximately 21 feet on 8/30/18. <br /> Groundwater not observed at time of excavation. <br /> Approximate elevation: 294 feet <br /> I <br /> I <br /> TEST PIT LOGS FIGURE A-1 <br /> South Sound Geotechnical Consulting TP-1 TO TP-5 Logged by: THR <br /> I <br />