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AMERICAN <br /> � ENGINEERING SUBSURFACE BORING LOG <br /> � TESTING, ING � <br /> AET JOB NO: O1-OS79H LOG OF BORING NO. B-2 �• 1 Of Z� <br /> PRo�ECT: Single Family Home; Orono,MN <br /> DEPTH SURFACE ELEVAT[ON: 933.1 GEOLOGY SAMPLE [�C FIELD&LABORATORY TESTS <br /> F ET MATERIAL DESCRIPTION N MC Typg IN�. �yC DEN OC PL o-#20 <br /> FILL,mostly sandy lean clay,a little gravel, FILL <br /> � trace roots,dark brown to brown 4 M SS 8 30 <br /> 2 <br /> 3 4 M SS 14 21 <br /> 4 LEAN CLAY,trace roots,gray,soft(CL) FINE <br /> 5 ALLWIUM 2 � SS 16 54 <br /> 6 - <br /> 7 <br /> 8 6 M SS 12 35 <br /> SAND WITH SILT,fine to medium grained, •�: COARSE <br /> 9 gray,waterbearing, loose(SP-SM) �'�:�ALLWIUM <br /> �0 7 W SS 20 <br /> 11 <br /> 12 SAND WITH SILT,a little gravel,fine to <br /> 13 medium grained,gray,waterbearing,very loose :� 4 W SS 12 <br /> ta (SP-SM) <br /> 15 4 W SS 14 <br /> 16 <br /> 17 � <br /> 18 SAND WITH SILT AND GRAVEL,fine to <br /> 19 medium grained,gray,waterbearing,very loose :' <br /> 20 (SP-SM) 3 W SS 10 <br /> 21 <br /> 22 <br /> 23 SAPRIC PEAT dark brown and brown(PT) . � SWAMP TW 0 <br /> 24 ' DEPOSIT <br /> 25 1 W SS 18 �I 82 <br /> 26 <br /> 27 <br /> 28 ORGANIC CLAY,trace shells and roots,dark TW �8 <br /> 29 brovmish gray,soft to very soft(OL/OH) <br /> 30 3 W SS 18 128 <br /> 3! � <br /> 32 , <br /> 33 1 W SS 20 l34 � <br /> 34 <br /> „ 35 TW 16 <br /> � 36 <br /> � 37 SANDY LEAN CLAY,a little gravel,gray, TILL 2 Hr SS 20 19 <br /> � 38 soft to stiff(CL) <br /> � 39 <br /> + <br /> � <br /> Y DEPTH: DRILLING METHOD WATER LEVEL IvtEASUREMENTS NOTE: REFER TO <br /> � DATE T[IVtE SAMPLED CASING CAVE-IN DRILLING WATER THE ATTACHED <br /> � 0-44'/:' 3.25"HSA DEPTH DEPTH DEPTH FLLJID LEVEL LEVEL <br /> � 6/3/13 8:48 11.0 9.5 9.6 6.1 S�TS FOR AN <br /> 4 EXPLANATION OF <br /> S <br /> � COMPLETED: 6/3/13 TERMINOLOGY ON <br /> U <br /> Q DR JM LG: SS Ri : 68C , T[-llS LOG <br /> 03/2011 i O1-DHR-060 <br /> � <br />