Laserfiche WebLink
IC��IENT ILOG OF BORI�J6 NUMBER B-1 <br /> �� � Mr . Jim Abbott I <br /> 1 PROJECT i�aME ARCHITECT-ENGiNEER <br /> srs eonsul:ancs ��ta. Preliminary ISTS Compliance Evaluation <br /> Ji I E LOC:+TIGN UNCONFINED COMPRESSIVE STRENGTH <br /> 1000 Brown Road South in Orono, Minnesota ror,siFT.2 <br /> 1 2 3 a 5 <br /> i I <br /> �LaSTiC WATER LiOUID <br /> _ �� z LIMIT X CONTENT ; �IMIT : <br /> ,� � � N DESCRIPTION OF MATERIAL x - - - - - - �- - - - - 0 <br /> _ > Z ' o ¢ I io zo 30 .�o so <br /> a' W W W W <br /> c w a � � o STANDARD <br /> "I � � ��iQ SUF4FACE ELE`/ATION 98.7 ft � _� ��NEran�ozoN aoowsiso� <br /> � i ', Very dark grayish prown (10YR 3/2) sandy loam - ! � � <br /> HA I rlll i I <br /> i I <br /> I ; <br /> i <br /> � Dark brown (10YR 3/3) sandy loam to sandy clay <br /> Hq loam - fill <br /> Very dark grayish brown (10YFi 3/2) sandy loam <br /> HA i <br /> Dark yellowish brown (10YR 4/4) sandy loam I <br /> i <br /> i <br /> HA <br /> I <br /> Yellowish brown (10YR 5/4) sandy loam <br /> HA <br /> i <br /> Brown (10YR 5/3) sandy loam; common, medium, <br /> distinct strong brown (7.5YR 5/8) mottles <br /> HA <br /> i <br /> i <br /> I <br /> I <br /> � End of boring at 6.5 feet depth (hit stone) . � � <br /> Hand augered with 3.0 inch ID bucket auger I I I <br /> ta full depth. I <br /> Borehole backfilled with soil cuttings. <br /> I <br /> � <br /> i <br /> � <br /> I <br /> i <br /> � <br /> � � <br /> � <br /> I ( <br /> � � I I <br /> ihe strat;f�cat�on lines represent the approximate Ooundary !ines betNeen soil typ°s: :,rsitu, the transition may be gradual. <br /> '�L WS OR WD BORING STaRTED STS OFFiCE <br /> 07/2G/96 Minnesota <br /> W� BC= aCR 60RING COMPLETEO ENT,RED BY SHEcT N0. OF <br /> 07/29/96 c�r 1 1 <br /> 'NL � RiSiFOFEMAN APP'0 BY STS J08 N0. <br /> HA/GJR GJR 96��8 <br />