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� <br /> � �Il��(��SM LOG OF BORING <br /> �' 1NTERTEC <br /> Braun Project BL-04-05907 BoxIN�: ST-6 <br /> � , GEOTECHNICAL EVALUATION LOCATION: See attached sketcl�. <br /> Charles Thompson <br /> � SW Quadrant of Highway 12 and Luce Line Trail <br /> ■ Orono,Minnesota <br /> DRILLER: M.McWilliams METHOD: 3 1/4"HSA Autohammer DATE: 9/9/04 SCALE: 1"=4' <br /> � Elev. Depth <br /> feet feet ASTM Description of Materials BPF WL qp Tests or Notes <br /> ■ 961.5 0.0 Symbol (ASTM D2488 or D2487) tsf <br /> 960.8 0.7 SC �. CLAYEY SAND,black,moist. <br /> � SC �. To soil <br /> ' .� CLAYEY SAND,fine-to medium-grained,dark brown, <br /> . moist,medium dense. <br /> � (Alluvium) 11 <br /> 958.0 3.5 <br /> � SP- �`• .� POORLY GRADED SAND with SILT,fine-to <br /> SM :'� : coarse-grained,gray,moist,medium dense. <br /> ■ (Alluvium) � 15 <br /> N 955.5 6A <br /> ■ o CL SANDY LEAN CLAY,with a trace of Gravel,brown, <br /> �� ' moist,rather stiff. <br /> ■ � (Glacial Till) 10 2 1/4 <br /> � i <br /> � <br /> ■ w <br /> 0 <br /> C <br /> �y 12 <br /> ■ � <br /> ° 950.0 11.5 <br /> � ? 4°. SM :; :� SILTY SAND,fine-to medium-grained,brown,wet to <br /> � ':' waterbearing,loose to medium dense. 13 <br /> ■ y (GlacialOutwash) <br /> 0 <br /> � � p <br /> C <br /> •� O <br /> ■ F <br /> � <br /> > � <br /> � 'C <br /> N <br /> � � <br /> . � . <br /> � <br /> � 14 <br /> 941.0 20.5 <br /> � END OF BORING. <br /> N Water observed at 18 feet with 19 feet of l�ollow-stem <br /> � auger in the ground. <br /> � <br /> ■ � Water observed at 8 feet immediately after withdrawing <br /> ° the auger. <br /> � <br /> 0 <br /> � � Boring immediately backfilled. <br /> � � <br /> a <br /> � <br /> � � <br /> 0 <br /> 0 <br /> � � . <br /> U <br /> . �z <br /> 7¢ <br /> ■ p <br /> BL-04-05907 Braun Intertec Corporation ST-6 page 1 of I <br />