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INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING <br /> PROJELT.• 18-412 WSN DATE.• 10 24 18 BORING#.• SB-5 <br /> SHOVEL READY PR07ECT SITE START TIME.•2:30 END TIME.• 3:00 <br /> PEQUOT LAI�S, MINNESOTA <br /> METHOD: 3 �/a"I,D.liollow Stem Auaer <br /> CREW.• BH CD <br /> LOG4TION.• See Boring��ion Pian ELEI/ATION.• 1280.6 Page 1 of 1 <br /> ASTM Sol Samp e N <br /> (Fe�e2J Symbc/ D�aJptlon # I�a/ue W„ Noi� <br /> SILTY SAND, ne bo ium gra n�,da rown. <br /> 10" TOPSOIL 13.8 <br /> P-S POORLY(�RADED SAND w/SILT,flrte to medium grain�, <br /> 2 0 w a trace of GRA brown. <br /> SP POORLY GRADED SAND,flne�m�ium grained, <br /> w/aRAVEL,brown. <br /> 2 ; 15 5.4 <br /> 5.0 <br /> 3 ' 30 4.6 <br /> 4 22 7.3 <br /> 10.0 <br /> SP-S POORLY GRADED SAND w/SILT,flne to medium grainal, <br /> w/a�ace of GRAVEL,brown. 5 16 11.2 <br /> 6 � 17 9.6 <br /> Boring wmpleba to 14.9 feet. <br /> No water was enaountered during drllling. <br /> Water not pr�ent to�ve-in at 5'6"after drilling. <br />