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AMERICAN <br /> � ENGINEERING SUBSURFACE BORING LOG <br /> � TESTING, INC. <br /> �T 1os No: 01-05798 LOG OF BORING NO. B-3 �j�. 1 of 2) <br /> PROJECT: Sin�le Family Home; Orono,MN <br /> DEPTH SURFACE ELEVATION: 930.6 GEOLOGY N MC SAMPLE �C FIELD&LABORATORY TESTS <br /> F ET MATERIAL DESCRIPTION �E �' WC DEN OC PL r#20 <br /> FILL,mostly silty and,a little gravel,pieces of FILL 6 M SS 6 <br /> � concrete,brown <br /> 2 LEAN CLAY sli htl or anic,trace roots,dark TOPSOIL OR <br /> 3 brown,soft(CL)(possiblefill) FILL 3 � SS 6 42 <br /> 4 SAND,fine to medium grained,gray, '�•: COARSE <br /> 5 waterbearing,loose to very loose(SP) �`�'� ALLUVIUM 9 W SS 18 <br /> 6 <br /> 7 <br /> 8 4 W SS l8 <br /> 9 SAND WITH SILT,a little gravel,fine to � <br /> �� medium grained,gray,waterbearing,very loose :' 3 W SS 6 <br /> t t (SP-SM) <br /> 12 <br /> 13 2 W SS 6 <br /> 14 GRAVEL WITH SAND,gray,waterbearing, � <br /> 15 very loose(GP) � 3 W SS 4 <br /> 16 f, <br /> 17 f <br /> 18 � <br /> � <br /> l9 +� <br /> � <br /> 20 ,i 4 W SS 2 <br /> 21 � <br /> 22 � <br /> 23 � <br /> 24 � <br /> � <br /> 25 � 4 W SS 1 <br /> 26 #,�, <br /> 27 � <br /> z9SAPRIC PEAT,dark brown,a little light gray � EPOS T <br /> (PT) <br /> 30 6 W SS 16 172 <br /> 31 <br /> 32 <br /> 33 6 W SS 18 237 <br /> 34 <br /> ' 35 ORGAMC CLAY,dark brown,firm(OI./OH) - TW 12 <br /> � 36 <br /> 0 37 <br /> �, 38 6 W SS 16 100 <br /> J <br /> �' 39 <br /> + <br /> � <br /> Y DEPTH: DRILLING Iv1ETHOD WATER LEVEL MEASUREIvIENTS NOTE: REFER TO <br /> � DATE TUvIE SAMPLED CASRVG CAVE-IN DRILLING WATER <br /> � 0-44'/i 3.25"HSA DEPT[-[ DEPTH DEPTH FLUID LEVEL LEVEL T�ATTACHED <br /> ` 44-49'/i RD w/DM 5/31/13 1:32 8.5 7.0 7.2 9.7 S�ETS FOR AN <br /> q EXPLANATION OF <br /> 0 <br /> o COMPLETED: 5/31/13 � TERMINOLOGY ON <br /> � TE-IlS LOG <br /> DR: JM LG: SS Eti : 68C <br /> 03/2011 O l-DHR-060 <br />