SS-2-13 <br />SS-2-14 <br />SS-2-15 <br />SS-2-16 <br />SS-2-17 <br />SS-2-18 <br />SS-2-19 <br />SS-2-20 <br />Stiff at ±60 feet and no sand below ±60 feet. <br />Very dense silty SAND, some gravel (SM); blue-gray and <br />iron-stained, damp to moist, low plasticity silt, fine to <br />coarse sand, fine subrounded gravel, (residual soil). <br />BOTTOM OF BORING <br />80.0 <br />81.5 <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 />44 <br />45 <br />46 <br />47 <br />48 <br />49 <br />50 <br />51 <br />52 <br />53 <br />54 <br />55 <br />56 <br />57 <br />58 <br />59 <br />60 <br />61 <br />62 <br />63 <br />64 <br />65 <br />66 <br />67 <br />68 <br />69 <br />70 <br />71 <br />72 <br />73 <br />74 <br />75 <br />76 <br />77 <br />78 <br />79 <br />80 <br />81 <br />44 <br />45 <br />46 <br />47 <br />48 <br />49 <br />50 <br />51 <br />52 <br />53 <br />54 <br />55 <br />56 <br />57 <br />58 <br />59 <br />60 <br />61 <br />62 <br />63 <br />64 <br />65 <br />66 <br />67 <br />68 <br />69 <br />70 <br />71 <br />72 <br />73 <br />74 <br />75 <br />76 <br />77 <br />78 <br />79 <br />80 <br />81 <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 2 of 2 <br />N/A <br />Professional Geotechnical Services <br />Foundation Engineering, Inc. <br />22 <br />25 <br />23 <br />14 <br />20 <br />18 <br />22 <br />58 <br />22 <br />25 <br />23 <br />14 <br />20 <br />18 <br />22 <br />58