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�, . <br /> � ���,� �'N LOG OF BORING <br /> �= I NTE RTEC <br /> Braun Project BL-04-05907 sox.[N�: ST-9 <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 /> ■ 961.9 0.0 Symbol (ASTM D2488 or D2487) <br /> SM •.'• �. SILTY SAND,fine-to medium-grained,dark brown, <br /> �: moist. <br /> ` � p ) <br /> • 959.9 2.0 To soil <br /> ■ SM : '. SILTY SAND,fine-to medium-grained,brown,moist to 7 <br /> wet,loose. <br /> ■ (Alluvium) <br /> ■ 6 <br /> � <br /> � <br /> 0 <br /> '�� <br /> �� 6 <br /> � � <br /> .n <br /> � <br /> m <br /> ■ 0 952.9 9.0 <br /> o SP- •: POORLY GRADED SAND with SILT,fine-to <br /> �� SM :.' medium-grained,brown,waterbearing,loose to mediu 8 <br /> ■ � '. dense. <br /> � (Alluvium) <br /> � � . <br /> �° <br /> ' � 7 <br /> � N <br /> 0 <br /> � G lO <br /> .� <br /> H <br /> � ; <br /> r �� <br /> N <br /> A Q <br /> . � <br /> � <br /> ■ 14 <br /> 941.4 20.5 <br /> ■ END OF BORING. <br /> Water observed at 18 feet with 19 feet of hollow-stem <br /> ■ $ auger in the ground. , <br /> � � Water not observed to cave-in depth of 7 feet immediately ' <br /> � after withdrawing the auger. <br /> 0 <br /> � �' Boring immediately backfilled. <br /> � <br /> � � <br /> �. <br /> � <br /> � � <br /> 0 <br /> a <br /> � � <br /> U <br /> ■ m <br /> �a <br /> ■ m <br /> BL-04-05907 Braun Intertec Corporation,Bloomington 5T-9 page I of I <br />