Surface: landscaped grass <br />Geotextile fabric encountered at <br />±15 inches. <br />S-3-1 <br />S-3-2 <br />Stiff SILT, trace organics (ML); brown, dry to damp, non-plastic to <br />low plasticity, organics consist of fine roots, (topsoil/fill). <br />Dense CRUSHED GRAVEL (GW); dark gray, moist to wet, ±¾ to <br />1-inch minus subrounded to rounded gravel, (fill). <br />Stiff clayey SILT (MH); brown and iron-stained, moist, medium <br />plasticity, (alluvium). <br />Stiff to very stiff SILT (ML); light brown and iron-stained, moist, low <br />plasticity, (alluvium). <br />BOTTOM OF EXPLORATION <br />1.3 <br />7.0 <br />9.0 <br />9.5 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />Comments <br />The Mark at Eugene <br />Eugene, Oregon <br />Project No.: 2251077 <br />TP-3 <br />Surface Elevation: N/A <br />Date of Exploration: September 25, 2025Depth (ft)SampleNumberLocationSu (tsf)Elev.DepthLogSoil / Rock Description <br />TEST PIT LOG: TP-3 <br />Surface: landscaped grass <br />Geotextile fabric encountered at <br />±12 inches. <br />Encountered ±7 to 8-inch diameter metal <br />pipe at ±3.5 feet. <br />Stiff SILT, trace organics (ML); brown, dry to damp, non-plastic to <br />low plasticity, organics consist of fine roots, (topsoil/fill). <br />Medium dense GRAVEL (GP); gray, damp, fine to coarse <br />subrounded to rounded gravel, (fill). <br />BOTTOM OF EXPLORATION <br />1.0 <br />3.5 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />Comments <br />The Mark at Eugene <br />Eugene, Oregon <br />Project No.: 2251077 <br />TP-4 <br />Surface Elevation: N/A <br />Date of Exploration: September 25, 2025Depth (ft)SampleNumberLocationSu (tsf)Elev.DepthLogSoil / Rock Description <br />TEST PIT LOG: TP-4