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INDEPENDENT TESTING TECHNOLOGIES, INC. <br />LOG OF SOIL BORING <br />PROJECT, 24-327 CITY OF RAMSEY DATE: 9 11 24 BORING #; SB-11 <br />2024 GRAVEL ROADS START TIME; 3:15 END TIME: 3:30 <br />IP 25-07 <br />RAMSEY, MINNESOTA METHOD: 3 1/4" I.D. Hollow Stem Auaer <br />CREW: CD / RS <br />LOCATION: 157th Avenue- See Boring Location Plan ELEVATION: N /G Page 1 of 1 <br />Depth ASTM Soil Sample N <br />(Feet) Symbol Description # Value Wn Notes <br />40" <br />.• <br />4.0 inches Aggregate I <br />SP POORLY GRADED SAND, fine to medium grained, dark brown. <br />5.0 fine grained, brown. <br />dark brown <br />10.0 <br />fine to medium grained, brown. <br />11.5 <br />Boring complete to 11.5 feet. <br />No water encountered during drilling. <br />No water measured to cave-in at 7' after completion. <br />4 5.4 <br />4 4.1 <br />4 4.7 <br />4 4.2 <br />