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� � �CL=�fd7 iLOG OF 60RING �'�lUMBER B-3 <br /> � � Mr . Jim Abbott <br /> � �FP,C7JE'�' NAME ARCHITE�T-ENGIiJEE� <br /> srs scnsulc-ncs �_�.I Preliminary ISTS Compliance Evaluation <br /> S1TE LOCATION I UNCONF_NEO COMPRESSIVE STRENGTH <br /> 1000 Brown Road South in Orono, Minnesota roNsiFT.� <br /> 1 2 3 a 5 <br /> � � �I <br /> "� w�� PLAST`_C WATE9 LIOUID <br /> = �'i LIMIT � CONTEfJT % LIMIT A <br /> _ z �'i <br /> = <br /> ~ a I�-,i DESCRIPTION OF MATERIAL %� - - - - - - �- - - - - � <br /> 0 <br /> � � � � I�I¢ io z� 3o ao so <br /> LJ � w J IW I,�i <br /> � � 2 a �a��.c, I SiANDARD <br /> ;<�i � � i�IQ'SURFACE ELE'VAT ION 98.1 f t � io ;oNE�A�ozoN eaowsi�a. <br /> ! P4ixture of ��ery dark grayish brown (10YR 3;2) <br /> � sandy loam and Gark yeilowish brown (10YR -t/4) i <br /> � � sandy clay loam - fill � <br /> HA <br /> � <br /> I <br /> I i Very dark gray_sh brown (10YA 3/2) sandy loam � <br /> HA <br /> � <br /> I <br /> Dark yellowish brown (10YR 4/4) sandy loam <br /> HA I <br /> I <br /> i <br /> I <br /> I <br /> Hq , i Yellowish Drown (10YR 5/4) sandy loam; common, <br /> � medium, distinrt strona brown (7.5YR 5/8) mott Ls <br /> � End of boring at 7.0 feet deptn. , <br /> Hand augered with 3.0 inch I� bucket auger <br /> I to full depth. <br /> ' Eorehole bar_kfilled with soil cuttings. <br /> ' I <br /> � I <br /> � <br /> I <br /> i <br /> � <br /> � <br /> � I <br /> The =_tratification ]ines represent the dpproxlmate Dounaary lines between s0il typeS' 1n-situ, the transiiion may be graaual. <br /> WL WS OR WD EORING STARTE� STS OFFICE <br /> 07/29/96 Minnesota <br /> W� 2CR aCR BORING COMPLETE� � ENTERE� BY SHEET N0. OF <br /> 07/29/96 a�r 1 1 <br /> WL RIG/FOREMAN I APP'� 9Y STS JOB N0. <br /> HAiGJR i GJR g6�98 <br />