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BRAUN" LOG OF BORING <br /> I NTE RTEC <br /> Braun Project BL-04-05907 BORING: ST-1 <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 <br /> qp Tests or Notes <br /> 980.7 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USAGE EM1110-1-2908) tsf <br /> FILL *.... FILL: Silty Sand,fine-grained,brown, moist. Benchmark: The soil <br /> ee borings were staked <br /> 979.2 1.5 :44 and the elevations <br /> _ FILL �;�;• FILL: Lean Clay, brown, moist. measured by Landform <br /> �: /)y 5 3/4 Engineering. <br /> 00. <br /> 976.7 4.0 :::$ <br /> SM SILTY SAND,fine-grained, light brown, moist, loose. <br /> (Alluvium) 10 13/4 <br /> N <br /> C _ <br /> ° 974.2 6.5 • <br /> _ CL SANDY LEAN CLAY, brown,wet, rather stiff to very <br /> stiff. 11 <br /> — (Glacial Till) <br /> to <br /> 17 <br /> m c <br /> a X 18 <br /> 18 <br /> a <br /> m % <br /> cn <br /> _ <br /> v <br /> 960.2 20.5 11 13 <br /> END OF BORING. — <br /> Water not observed with 19 feet of hollow-stem auger _ <br /> in the ground. <br /> Boring immediately backfilled. <br /> r <br /> l7 <br /> 0 <br /> m — <br /> a) <br /> z <br /> 0 <br /> o <br /> o <br /> BL-04-05907 Braun Intertec Corporation ST-1 page 1 of 1 <br />