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AMERICAN . , . � . <br /> � ENGINEERING SUBSURFACE BORING LOG <br /> � TEST`ING, INC. <br /> AET No: OS-06764 Log of Boring No. B-2 (p. 1 of 1) <br /> Project: Hennepin Couniy Weather Stations; Minnesota <br /> DEPNTH Surface Elevation GEOLOGY N MC SAMPLE �C FIELD&LABORATORY TESTS <br /> FEET MATERIAL DESCRIPTION �PE �' WC DEN LL PL o-#20 <br /> LEAN CLAY,trace roots,dark brown(CL) TOPSOIL M DS <br /> 1 LEAN CLAY WITH SAND,brown(CL) FINE M DS <br /> ALLUVIUM <br /> 2 � <br /> CLAYEY SAND,trace gravel,light brown(SC) � MIXED — <br /> � ALLUVIUM M DS <br /> 3 <br /> 4 <br /> 5 <br /> � 19* W DS <br /> 6 <br /> � END OF BORING <br /> *N-value estimated from DCP readings <br /> Location: Minnehista North,Rolling Hills <br /> Drive <br /> � <br /> a <br /> � <br /> � <br /> 0 <br /> c� <br /> J <br /> WJ> <br /> > <br /> + <br /> r <br /> a <br /> F DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> w <br /> � , DATE TIME S DEPTHD DE TH C EPTH FLUID LEVEL LEVEL T�ATTACHED <br /> 0-7 HAB <br /> ^ 4/29/16 2,3 SHEETS FOR AN <br /> � EXPLANATION OF <br /> 0 <br /> � G TERMINOLOGY ON <br /> � COMPLETED: A/29/16 <br /> i <br /> THIS LOG <br /> Q DR: BJH L�: BJH �ti : HA <br /> 03/2011 O1-DHR-060 <br />