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�' <br /> � ��,�(��'M LOG OF BORING <br /> �� INTERTEC <br /> Braun Project BL-04-05907 Box��: ST-2 <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: 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 Tests or Notes <br /> ■ 973.8 0.0 Symbol (ASTM D2488 or D2487) <br /> 973.6 0.2 FILL .�.�;:� FILL: Silty Sand,fine-to medium-grained,dark brown, <br /> SM :� :'. moist. <br /> � � �: SILTY SAND,fine-to medium-grained,brown,moist. <br /> (Possible Fill) <br /> � 12 <br /> � 969.8 4.0 <br /> ML SANDY SILT,fine-grained,with lenses of Poorly Graded <br /> Sand at 5 feet,brown,moist to wet,loose to medium 16 <br /> � dense. <br /> � (Alluvium) <br /> i �� � <br /> �; 13 <br /> i � i <br /> � <br /> w <br /> ■ O <br /> ❑ <br /> 0 <br /> .� 7 <br /> � c <br /> m <br /> � <br /> ■ ~ . <br /> i w <br /> N 8 <br /> N <br /> ■ y <br /> 0 <br /> � C 12 <br /> .€ <br /> F <br /> ■ � <br /> ■ 'C <br /> q 955.8 18.0 57 <br /> � � SM :: :'. SIL,TY SAND,fine-grained,with a trace of Gravel, <br /> ':: brown,waterbearing,medium dense. <br /> ■ (Alluvium) <br /> 953.3 20.5 16 <br /> ■ END OF BORING. <br /> N Water observed at L8 feet with 19 feet of hollow-stem <br /> � � auger in the ground. <br /> � <br /> ■ � Water observed at 8 feet immediately after withdrawing <br /> ° the auger. <br /> 0 <br /> � "• Boring immediately backfilled. <br /> � <br /> � � <br /> �. <br /> � <br /> � <br /> � � <br /> 0 <br /> 0 <br /> i � � <br /> U <br /> a <br /> . � <br /> z <br /> � <br /> � � <br /> BL-04-05907 Braun Intertec Co�poration ST-2 page I of I <br />