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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-24 <br />2024 GRAVEL ROADS START TIME: 2:05 END TIME: 2:20 <br />IP 25-07 <br />RAMSEY, MINNESOTA METHOD: 3 1/4" I.D. Hollow Stem Auaer <br />CREW: CD / RS <br />LOCATION: Collins Drive 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 />9.0" <br />5.0 <br />9.0 inches Aggregate <br />SP POORLY GRADED SAND, fine grained, dark brown. <br />FILL <br />SP-SM POORLY GRADED SAND w/ SILT, fine grained, brown. <br />9.0 <br />SP POORLY GRADED SAND, fine to medium grained, brown. <br />10.0 <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 />I <br />4 5.3 <br />5 3.6 <br />5 4.8 <br />5 3.3 <br />