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� � �CLIENT �LOG OF BORING NUMBER B—2 <br /> � � Mr . Jim Abbott <br /> 1 PROJECT NAME ARCHiTECT-ENGINEEP <br /> �TS e�nsulcants �c�. Preliminary ISTS Compliance Evaluation <br /> SiTE LOCA7ION � uNcoNFtNeo con+PaEssivE sr�ENeTN <br /> 1000 Brown Road South in Orono, Minnesota Tor,siFr.� <br /> i z s a s <br /> "� PLaSTIC WATER LIOUIO <br /> ✓ w LIMIT X CONTENT % L?4IT X <br /> U <br /> � � � � DESCRIPTICN OF MATERIAL X - - - - - - �- - - - - '� <br /> 0 <br /> = w z '- � Q 10 20 30 40 �0 <br /> � w w w w <br /> �j J J J > <br />� " a d 2 O STQN�QF3� <br /> ��'i� a I `a�la wl i PENETRATION BLOWS/FT. <br /> ;� � : � � �,SL��FAC� tLEVATION 97.1 ft ia zo so ao =o <br /> I Very dark grayish brown (10YR 3/2) sandy loom - i ! <br /> fiil <br /> � ; <br /> HA <br /> I <br /> � � ' <br /> � I <br /> ! I Dark yellowish brown (10YR 4/4) sandy clay loam - I <br /> fill <br /> HA <br /> Hq Very dark grayish brown (10YR 3/2) sand�;� laam - <br /> 'ill <br /> Mixture of very dark grayish brown (10YR 3/2) <br /> sandy loam and dark yellowish brown (;OYR 4/4) <br /> sandy clay loam - fill <br /> HA <br /> � <br /> Very dark grayish brown (10YR 3/21 sandy loam <br /> HA <br /> �ark yellowish brown (10YR 4/6) sandy loam <br /> HA <br /> Dark yellowish brown (10YR 4/6) sandy loam; ' ' <br /> ______ ____I rommon, medium, distinct strong brown (7.5YP, 5i81 __________ <br /> , � , mottles - ----- ------- -- <br /> ----- � <br /> -------- I <br /> � <br /> � <br /> i <br /> � I <br /> � <br /> continued � I <br /> ine stratificat�on !ines�eDrecent tne aDoroK�mate Ooundary lines betrrten;ai] ;vees:m-s�tu. tne trans�tion nay be gratlual. STS JOB vu.9 65 8 8 I SNEET NO. 1 CF � <br />