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BRAUN' LOG OF BORING <br /> INTERTEC <br /> Braun Project BL-04-05907 BORING: ST-5 <br /> GEOTECHNICAL EVALUATION LOCATION: See attached sketch. <br /> Charles Thompson <br /> SW Quadrant of Highway 12 and Luce Line Trail <br /> Orono,Minnesota <br /> DRILLER: B.Oldenburg METHOD: 3 1/4"HSA Autohammer DATE: 8/17/04 SCALE: 1"=4' <br /> Elev. Depth <br /> feet feet Description of Materials BPF WL qp Tests or Notes <br /> 963.3 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USAGE EM1110-1-2908) tsf <br /> FILL +.• FILL: Silty Sand, brown,moist. <br /> .;.•. <br /> .❖ <br /> ••••• X 8 11/4 <br /> .••• <br /> 959.3 4.0 •�•�' <br /> SM SILTY SAND,fine-to medium-grained,with a trace of <br /> Gravel,gray, moist,very loose. 3 <br /> (Alluvium) <br /> 0 <br /> O <br /> Co <br /> P <br /> m 4 <br /> .0 <br /> 954.8 8.5 <br /> °— CL , SANDY LEAN CLAY,with a trace of Gravel, with <br /> seams of Poorly Graded Sand with Silt,gray,wet, <br /> rather soft to rather stiff. X 4 <br /> X (Glacial Till) <br /> m— <br /> O <br /> — X 10 2 <br /> € _ 10 SZ <br /> 947.8 15.5 <br /> m_ END OF BORING.• — <br /> U— Water observed at 15 feet with 14 feet of hollow-stem — <br /> oauger in the ground. <br /> m— <br /> Water not observed to cave-in depth of 4 feet <br /> immediately after withdrawing the auger. — <br /> Boring immediately backfilled. <br /> 0 0 <br /> 0 <br /> Z — _ <br /> Q <br /> Y <br /> 0 <br /> O <br /> O+ <br /> O <br /> 0 <br /> 0 <br /> O <br /> m <br /> O <br /> O <br /> 8L-04-05907 Braun Intertec Corporation ST-5 page 1 of 1 <br />