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INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING <br /> PROJECT 18-412 WSIY DATE.• 10/25/18 BORING#.• SB-1 <br /> SHOVEL READY PRO]ECT SITE START TIME.•10:00 END TIME.- 11:00 <br /> PEQUOT LAKES, MINNESOTA <br /> METHOD.• 3 �/a"I.D.Hollow Stem Auaer <br /> CREW.• BH CD <br /> LOG4TION.• See Boring Location Plan ELEI/ATION.• 1272.8 Page 1 of 1 <br /> DePl1► A57M So Samp e N <br /> (Fe�t) Symbo! Deuriptlon # �a/ue w„ Notes <br /> SICTY SAND, ne to m um gra ne , ar brown. <br /> 9" TOPSOIL 5.6 <br /> SM SILTY SAND,fine to medium grained,brown. <br /> 2.0 <br /> SP-S POORLY GRADED SAND w/SILT,fine to medium grained, <br /> w/GRAVEL,brown. , <br /> t�� 2 2 6.8 <br /> ,u <br /> SP POORLY GRADED SAND,flne to medium grain�l, <br /> 5.0 w/(iRAVEL,brown. <br /> ; 3 21 �.5 <br /> � 4 �� 21 �.2 <br /> 10.0 <br /> 5 16 �.s <br /> 15.0 <br /> - 6 16 a.9 <br /> 20.0 <br /> 7 16 3.Z <br /> 25.0 <br /> 8 16 2.2 <br /> Bori��mplete to 26.5 feet <br /> No water encouMaered during drilli�. <br /> No water was measured to wve-in at 7'10"after aompletlon. <br /> Borehole Sealed with Bentonite Grout <br />