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�MERICAN � �� <br /> � ENGINEERING SUBSURFACE BORING LOG <br /> �� TESTING, INC. <br /> AET No: OS-06764 Log of Boring No. B-5 (p. 1 of 1) <br /> Project: Hennepin County Weather Stations; Minnesota <br /> DEPTH Sucface Elevation GEOLOGY SAMI'LE �C FIELD&LABORATORY TESTS <br /> FEET MATERIAL DESCRIPTION N MC TypE IN. WC DEN LL PL o-#20 <br /> FILL,mostly sandy lean clay with gravel,dark FILL <br /> brown M DS <br /> I <br /> 2 <br /> M DS <br /> FILL,mostly lean clay with sand,h•ace gravel, <br /> 3 black <br /> 4 <br /> M DS <br /> 5 FILL,mostly sandy lean clay,trace gravel, <br /> brown <br /> 20* M DS <br /> 6 FILL,mostly clayey sand with gravel,brown M DS <br /> SAND,fine to medium grained,brown,moist '���: COARSE M DS <br /> 7 (SP)(possible fill) * <br /> END OF BOWNG *oR FILL <br /> *N-value estimated from DCP readings <br /> Location: Adult Conectional Faciliiy <br /> � <br /> N <br /> � <br /> 0 <br /> � <br /> ..1 <br /> J <br /> � <br /> ♦ <br /> f <br /> a <br /> � DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> w <br /> � � DATE TIME S��D DEPTiH CDEPTH FI,DUID LEVEL LEVEL T�ATTACHED <br /> 0-7 HAB <br /> � 4/29/16 None SHEETS FOR AN <br /> � <br /> � EXPLANATION OF <br /> � COMPLETED: 4/29/16 'I"ERNIINOLOGY ON <br /> Q DR; BJH LG: BJH Rig: HA <br /> THIS LOG <br /> 03/2011 01-DHR-060 <br />