Morris <br />monument <br />set in PCC <br />Backfilled <br />with gravel <br />and bentonite <br />chips <br />±2-inch I.D. <br />PVC <br />Filter media <br />sand <br />Machine slot <br />screen <br />Bentonite <br />chips and <br />grout <br />SS-2-1 <br />SS-2-2 <br />SH-2-3 <br />SS-2-4 <br />SS-2-5 <br />SS-2-6 <br />SS-2-7 <br />SS-2-8 <br />SS-2-9 <br />SS-2-10 <br />SS-2-11 <br />SS-2-12 <br />Soft to medium stiff SILT, some organics (ML); brown, <br />moist, low plasticity, organics consist of fine roots, <br />(topsoil/fill). <br />Medium dense CRUSHED GRAVEL (GW); gray, moist, <br />±1-inch minus rounded gravel, (fill). <br />Medium stiff sandy SILT, some clay (ML); brown, moist, <br />medium plasticity, fine sand, (alluvium). <br />Stiff to very stiff sandy clayey SILT, some gravel (MH); <br />brown to gray-brown and iron-stained, damp to moist, <br />medium plasticity, fine to coarse sand, (alluvium). <br />Field vane on SH-2-3: Su = 0.7 tsf at ±10 feet. <br />Stiff sandy SILT (ML); brown and iron-stained, moist, low <br />plasticity, fine sand, (alluvium). <br />Stiff CLAY (CH); gray and iron-stained, moist, high <br />plasticity, (alluvium). <br />Very stiff sandy clayey SILT (MH); blue-gray and <br />iron-stained, moist, medium plasticity, (residual soil). <br />1.0 <br />3.0 <br />9.0 <br />20.0 <br />25.0 <br />35.4 <br />SPT <br />N-Value <br />Moisture (%)Groundwater <br />Log Depth <br />Depth <br />and <br />Comments <br />Core <br />Recovery (%) <br />RQD (%) <br />0 50 100 <br />Elev.Backfill/ <br />Installations/(ft) <br />Sample <br />Number <br />and <br />Location <br />Soil / Rock Description <br />2251077 <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 />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />31 <br />32 <br />33 <br />34 <br />35 <br />36 <br />37 <br />38 <br />39 <br />40 <br />41 <br />42 <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 />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />31 <br />32 <br />33 <br />34 <br />35 <br />36 <br />37 <br />38 <br />39 <br />40 <br />41 <br />42 <br />BORING LOG: BH-2Project No.: <br />Surface Elevation: <br />Date of Boring: October 1, 2025 <br />The Mark at Eugene <br />Eugene, Oregon <br />BH-2 <br />Page 1 of 2 <br />N/A <br />Professional Geotechnical Services <br />Foundation Engineering, Inc. <br />24 <br />7 <br />13 <br />18 <br />17 <br />17 <br />14 <br />12 <br />11 <br />26 <br />25 <br />24 <br />7 <br />13 <br />18 <br />17 <br />17 <br />14 <br />12 <br />11 <br />26 <br />25