Laserfiche WebLink
�� , <br /> � ���(� �'" LOG OF BORING <br /> �' I NTE RTEC <br /> Braun Project BL-04-05907 Bo�rG: ST-4 <br /> � � GEOTECHNICAL EVAI.UATION 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 I/4"HSA Autoliammer DATE: 8/17/04 SCALE: 1"=4' <br /> � Elev. Depth <br /> feet feet ASTM Description of Materials BPF WL Tests or Notes <br /> ` 963.9 0.0 Symbol (ASTM D2488 or D2487) <br /> FII.,L F1LL: Silty Sand,fine-grained,brown,moist. <br /> � � <br /> ■ 8 <br /> � 959.9 4.0 <br /> FII..L FILL: Sandy Lean Clay,with a trace of Gravel,brownish <br /> � gray,moist. 13 <br /> ■ 0 957.4 6.5 � <br /> �� ' PT `= PEAT,black,moist,soft to rather soft. <br /> ■ �; �, ,�� (Swamp Deposit) 4 <br /> � <br /> � ,��, <br /> o �, ,�� <br /> � � <br /> o ,��, 3 <br /> '� — <br /> � id b ,�� <br /> X ���� <br /> N — <br /> . • ` b dl <br /> � <br /> v ��b 5 <br /> ai — <br /> � N 950.4 13.5 �' ��� <br /> � Iv� SANDY SILT,fine-grained,gray,wet,very loose. <br /> . °c (Alluvium) <br /> '� 4 <br /> F <br /> ■ � <br /> ■ � <br /> U <br /> Q 945.9 18.0 <br /> ■ v ML SILT,fine-grained,gray,wet,loose. <br /> � (Alluvium) <br /> ■ 6 <br /> � � <br /> � � 940.9 23.0 <br /> P CL LEAN CLAY,with a seam of Poorly Graded Sand with <br /> � „ Silt,gray,wet,medium. <br /> o (Glacial Till) 6 <br /> � z 938.4 25.5 <br /> � END OF BORING. <br /> � � Water not obseived with 24 feet of hollow-stem auger in <br /> ■ � the ground. <br /> 0 <br /> � Boring immediately backfilled. <br /> . U <br /> O <br /> J <br /> U <br /> . � <br /> 0 <br /> z <br /> � <br /> � � <br /> BL-04-U5907 Braun Inteitec Corporation ST-4 page I of I <br />