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` � 'C�iENT LOG OF BOAING NUMBtR B—2 <br /> Mr . Jim Abbott <br /> � iPP�O�ECT NAP�IE ARCHITECT—ENGiNE�R <br /> srs �onsultares !ta l Preliminary ISTS Compliance Evaluation <br /> SITC LOCATION UNCONFiHED COMPRESSIVE STRENGTH <br /> 1000 Brown Road South in Orono, Minnesota roNsiF�.' <br /> 1 2 3 4 5 <br /> I <br /> "l PLASTIC WATER LIOUID <br /> � w LIMIT X CONTEN7 % LIMIT % <br /> � � � � I DESCRIPTION OF MATERIAL %� - - - - - - �- - - - - � <br /> T o <br /> — > z � Io � io zo =o ao so <br /> a w w w ww <br /> w <br /> � a a '�a. 'o STANDARD <br /> ,� � `a c a w ,��T*-� PENETRATION BLOWS/FT. <br /> , � � ���� SURFACc ELE'�.,� ��N �7. 1 :o zo �o ao so <br /> � ' � I <br /> � � Cont�nued from previous page <br /> ----,-------- � ------------- -------- -------- --- -------- ----- ---- <br /> Dcrk yellowish brown (�OYR 4/6) sardy loam; <br /> HA common, medium, distinct strong brown (7.5YR 5/8) <br /> mottles <br /> i �nd or boring at 8.8 feet depth. <br /> Hano augered with 3.0 inch ID bucket auger <br /> to fu ll depth. <br /> Borehole backfilied with soil cuttings. <br /> � <br /> i <br /> � <br /> The strat�ficaiion lines repr�sen� the aeprox�mate bounoary lines between soil types:in-situ, the trans�tion mav be gradual. <br /> wL w5 DR wD BORING STaRTED 57S OFFICE <br /> 07/29i°o Minnesota <br /> wL 9CR ACR BORING CCMPLETEO ENTERED BY SHE�T N0. OF <br /> 07%29/96 g]r 2 2 <br /> 'N� RIG/FORE4AN APP'D BY STS JCB N0. <br /> HA/GJR GJR I g65gg <br />