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� <br /> � ���� �SM LOG OF BORING <br /> ■' INTERTEC <br /> � Braun Project BL-04-05907 BoxIIV�: ST-12 <br /> GEOTECHI�TICAL 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: 8/18/04 SCALE: 1"=4' <br /> � Elev. Depth <br /> feet feet ASTM Description of Materials BPF WL qp Tests or Notes <br /> � 962.5 0.0 Symbol (ASTM D2488 or D2487) tsf <br /> � 9623 0.2 FILL FILL: Sil Sand fine- ained brown moist. <br /> � <br /> FILL FILL: Clayey Sand,brown,moist. <br /> � 11 <br /> � 958.5 4.0 <br /> OL — ORGANIC CLAY,black,wet,medium. <br /> ■ _ (Swamp Deposit) 7 <br /> � 0 956.0 6.5 <br /> �� PT `—' PEAT,black,wet,soft to rather soft. <br /> w �; �, ,+� (Swamp Deposit) 5 <br /> � .��� <br /> � — <br /> � ° �' ��� <br /> a <br /> o ��i, <br /> . � 2 <br /> � b ��r <br /> x ���, <br /> i � <br /> o ,, .,, <br /> �.. <br /> � ,�., <br /> � � — <br /> N 1� �1/ <br /> ■ O ``I' <br /> O <br /> C /� �1 I �f <br /> ■ G ,\1' G. <br /> C <br /> eFi b ��� • <br /> > <br /> ■ � `�I� <br /> 'C <br /> V �I ��� <br /> . q 944.5 18.0 <br /> � OL — ORGANIC,SILT,with decomposed branches,dark gray, <br /> "' wet,very loose. <br /> ■ _ (Swamp Deposit) � <br /> 1 <br /> � — <br /> � _ — SZ <br /> Q 939.5 23.0 — <br /> ■ N CL SANDY LEAN CLAY,gray,wet,medium. <br /> a (Glacial Till) <br /> � ° . <br /> � 6 1/2 <br /> � 937.0 25.5 <br /> � � END OF BORING. <br /> d <br /> ■ � Water observed at 22 I/2 feet immediately after <br /> � withdrawing the auger. <br /> 0 <br /> ■ � Boring immediately backfilled. <br /> � <br /> � U <br /> m <br /> � � <br /> BL-U4-05907 Braun lntertec Corporation ST-12 page l of I <br />