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INDEPENDENT TESTING TECHNOLOGIES, INC. <br />LOG OF SOIL BORING <br />PROJECT, 24-327 CITY OF RAMSEY DATE: 9 12 24 BORING #; SB-21 <br />2024 GRAVEL ROADS START TIME: 1:20 END TIME: 1:35 <br />IP 25-07 <br />RAMSEY, MINNESOTA METHOD: 3 1/4" I.D. Hollow Stem Auaer <br />CREW: CD / RS <br />LOCATION; Beatty Avenue NW- 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 />6.0" 6.0 inches Aggregate <br />SP POORLY GRADED SAND, fine grained, dark brown. <br />5.0 fine to medium grained, brown. <br />fine grained. <br />10.0 <br />fine to medium grained, w/ GRAVEL. <br />11.5 <br />Boring complete to 11.5 feet. <br />No water encountered during drilling. <br />No water measured at cave-in at 7' after completion. <br />5 5.2 <br />i 4 7.0 <br />16 3.3 <br />125 4.2 <br />