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Project No. 016-0019-6391 TEST BORING LOG NO. B-2 Sheet 1 of 1 <br /> CLIENT ARCHITECT/ENGINEER <br /> Herman Renovation Company Bunkers 8�Associates LLC <br /> SITE 1136 Heritage Lane PROJECT <br /> Orono, Minnesota House Addition <br /> Hennepin County SAMPLES TESTS <br /> PID: 10-117-23-13-0021 0 <br /> T117N-R23W-S10 0 � �a o � <br /> � � � Z� w N ADDITIONAL <br /> v � � W �O � Z DATA/ <br /> a = m �w � o ,�. REMARKS <br /> o � a <br /> Surface Elev.: 942.b ft. Datum: MSL � o m z � ?? � o a a <br /> FILL-Mixture of sandy lean clay, lean clay, 1 21/48 <br /> silty sand, dark brown to brown 6 44% <br /> 7 <br /> 6 <br /> 7 2 24/48 <br /> 5 5 50% <br /> 6.0 936.5 <br /> SANDY LEAN CLAY with a trace of gravel, 5 <br /> lenses and layers of silty sand, soft to firm, � <br /> brown <br /> 7 3 48/48 <br /> �� 100% <br /> 10 9 <br /> 7 <br /> 5 <br /> 5 <br /> 8 <br /> 15 12 <br /> 16.0 926.5 <br /> End of Boring <br /> � <br /> � <br /> 0 <br /> � <br /> U <br /> W <br /> f� <br /> � <br /> a <br /> c� <br /> � WATER LEVEL OBSERVATIONS STARTED 8/18/16 FINISHED 8/18/16 <br /> m <br /> $ HOLE CASING WATER METHOD: Dynamic penetration from 0 to 16 feet. <br /> DATE TIME DEPTH DEPTH CAVE-IN LEVEL NOTE Dual tube sampling from 0 to 12 feet. <br /> 0 <br /> 0 8/18/16 14:40 16.0 None 9.2 None <br /> J <br /> z 8/18/16 14:53 12.0 None 8.0 None EAST NORTH <br /> � <br /> S DRILL CO. Geo Eng DRILL RIG 54 DT <br /> � DRILLER DR ASST DRILLER AS <br /> �iE'O Englneering Consultants tnc <br />