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INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING <br /> PROJECT: 18-412 WSN DATF.• 10 24 18 BORIIVG#: S�-3 <br /> SHOVEL READY PR07ECT SITE START TIME.•9:4Q END TIME.� Ol :20 <br /> PEQUOT LAKES, MINNESOTA <br /> MEIHOD: 3 �/a"I.D. Hollow Stem Au4er <br /> CREW,• BH CD <br /> LOCATION.• 6'South-See Boring L�tion Plan ELEI/ATION,• 1276.9 Page 1 of 1 <br /> D ASTM Sof Samp e N <br /> (F�eet) bv/ DesrripSon � 1/a/ue W„ Nnt+es <br /> SiLTY SAND flne to m�lium ra dar rown. <br /> SP-S PQORLY aRADED SAND w/SILT,fine m medium gralned, 4 4.1 <br /> w/GRAVEL,brown. <br /> 2.0 <br /> SP POORLY GRADED SAND,fine to medium grained, <br /> w/GRAVE�brown. <br /> �,3 26 z.s <br /> 5.0 <br /> •�a 3 � 33 a.s <br /> ��;.�- . <br /> ��-�4��� 16 a.o <br /> 10.0 <br /> . 5 ., 14 s.o <br /> 6 9 �.6 <br /> Baring complete to 14.9 f�t. <br /> No water was encou�rtered during drilling. <br /> Waber not pr+esent to wve-in at 2'8"aRer drilling. <br />