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��. <br /> e@(��� ' LOG OF BORING <br /> ■ � • �tlR�� �SAt <br /> �� I NTE RTEC <br /> Braun Project BL-04-05907 Box.u�rG: 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 ASTM Description of Materials BPF WL qp Tests or Notes <br /> . 980.7 0.0 Symbol (ASTM D2488 or D2487) tsf <br /> FILL FILL: Silty Sand,fine-grained,brown,moist. Benchmark: The soil <br /> � 979.2 1.5 borings were staked and <br /> the elevations measured <br /> FII.L FILL: Lean Clay,brown,moist. by Landform <br /> ■ 5 3/4 Engineering. <br /> ■ 976.7 4.0 <br /> SM . � SILTY SAND,fine-grained, light brown,moist, loose. <br /> ■ (Alluvium) 10 1 3/4 <br /> 0 974.2 6.5 <br /> � �� ' CL � .. SANDY LEAN CLAY,brown,wet,rather stiff to very <br /> � stiff. 11 <br /> � � (Glacial Till) <br /> � <br /> w <br /> . o <br /> a <br /> �m 1� <br /> ■ � <br /> x <br /> v <br /> � ` p <br /> � <br /> y 10 <br /> ■ N <br /> O <br /> � � LO <br /> .� <br /> E"� <br /> ■ � <br /> > <br /> ■ ~ <br /> N <br /> �-I . <br /> ■ � <br /> � <br /> � 13 <br /> 960.2 20.5 <br /> . END OF BORING. <br /> � <br /> Water not observed with 19 feet of hollow-stem auger in <br /> � the ground. <br /> K <br /> ■ ° Boring immediately backfilled. <br /> � <br /> 0 <br /> ■ V <br /> � <br /> d <br /> � p <br /> 4 <br /> U • <br /> i ° <br /> 0 <br /> a <br /> ■ � <br /> U <br /> ■ ¢ <br /> O <br /> � <br /> ■ � . <br /> BL-04-05907 Braun Intertec C'orporation ST-I page I of 1 <br />