Laserfiche WebLink
Project No. 016-0019-6391 TEST BORING LOG NO. B-� Sheet 1 of 1 <br /> CLIENT ARCHITECT/ENGINEER <br /> Herman Renovation Company Bunkers 8�Associates LLC <br /> SITE 113b 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 � � o � <br /> � � � Z� w N ADDITIONAL <br /> v � LL oC �O � z DATA/ <br /> a � � m �w ~ o REMARKS <br /> O <br /> W o� � � <br /> Surface Elev.: 942.0 ft. Datum: MSL � o m z � ?? � o a a <br /> � � FILL-Mostly organic lean clay, black g41.0 4 1 18/48 <br /> FILL-Mixture of silty sand,sandy lean clay, � 38/o <br /> brown � <br /> 6 <br /> 3 2 12/48 <br /> 5 3 25% <br /> 2 <br /> 2 <br /> 9.0 933.0 2 3 2�/4 8 <br /> PEAT(PT),very soft, black �� � 2 <br /> �, ,��, 10 2 <br /> ���' �� 2 <br /> 1 ,, ,��, <br /> — 5 4 15/48 <br /> �'�� �' 2 31% <br /> �, ,�i, <br /> 15.0 927.0 ���� .` 15 3 <br /> SANDY LEAN CLAY with a trace of gravel, 7 <br /> lenses and layers of silty sand,soft to very 9 5 3/48 <br /> stiff, brown to light gray to gray 6e�o <br /> 11 <br /> 11 <br /> 8 <br /> 20 9 <br /> 14 <br /> 19 <br /> 24 <br /> 24 <br /> 25 28 <br /> 31 <br /> � <br /> 34 <br /> N 33 <br /> � <br /> � 35 <br /> � 30 41 <br /> W 31.0 911.0 <br /> '� End of Boring <br /> � <br /> a <br /> c� <br /> � WATER LEVEL OBSERVATIONS STARTED 8/18/16 FINISHED 8/18/16 <br /> � <br /> � DATE TIME HOLE CASING CAVE-IN WATER NOTE METHOD: Dynamic penetration from 0 to 31 feet. <br /> � DEPTH DEPTH LEVEL Dual tube sampling from 0 to 20 feet. <br /> S <br /> " 8/18/16 13:35 31.0 None 7.9 None <br /> 0 <br /> J <br /> Z 8/18/16 14:08 20.0 None 12.9 12.01 EAST NORTH <br /> g DRIIL CO. Geo Eng DRILL RIG 54 DT <br /> � DRILLER DR ASS'T DRILLER AS <br /> �aG'O Engineering Consultants Inc <br />