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���.,�►` � ��" LOG OF BORING <br /> ��1�;��'�C <br /> Braua Project BL-04-06716 soxnvG: ST-3 <br /> GEOTECHNICAL EVALUATION LOCATION: See attached sketch. <br /> 2625 North Shore Drive <br /> Orono,Minnesota <br /> DRILLER: Chris Powers METHOD: 3 1/4"HSA Autohammer DATE: 9/28/04 SCALE: 1"=4' <br /> Elev. Depth <br /> feet feet ASTM Description of Materials BPF WL Tests or Notes <br /> 931.3 0.0 Symbol (ASTM D2488 or D2487) <br /> FILL FILL: Sandy Lean Clay,with a trace of Gravel and roots, <br /> dark brown and black,wet. <br /> 929.3 2.0 <br /> F1I,L FILL: Silty Sand,fine-to medium-grained,with Clayey 3 <br /> Sand and Organic Clay layers,dark brown and black, <br /> 927.3 4.0 moist. <br /> Q <br /> SP- •:�: .. POORLY GRADED SAND with SILT,fine-to <br /> SM ::'� ': medium-grained,with occasional Silty Sand and Clayey 6 <br /> . Sand layers,gray,waterbearing,very loose to loose. <br /> o (Alluvium) <br /> �� � 4 <br /> � <br /> w <br /> 0 <br /> 0 <br /> '� 3 <br /> � <br /> <° <br /> � <br /> � 5 <br /> � <br /> .� <br /> 5 <br /> � <br /> F• <br /> > <br /> .� <br /> .0 <br /> � <br /> A <br /> � <br /> � 912.3 19.0 <br /> SM t� .�• SILTY SAND,fine-to medium-grained,with a ixace of <br /> 910.8 20.5 �� �'avel,gray,waterbearing,medium dense. 11 <br /> Glacial Till <br /> END OF BORING. <br /> � Water observed at 4 feet while drilling. <br /> N <br /> �d <br /> g Boring immediately backfilled. <br /> 0 <br /> F <br /> � <br /> � <br /> � <br /> � <br /> � <br /> r <br /> � <br /> � <br /> .V. <br /> � <br /> � <br /> � <br /> BL-04-06716 Braun Intertec Corporation,Bloomington ST-3 page t of 1 <br />