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INDEPENDENT TESTING TECHNOLOGIES, INC. <br />LOG OF SOIL BORING <br />PROJECT, 24-327 CITY OF RAMSEY <br />2024 GRAVEL ROADS <br />IP 25-07 <br />RAMSEY, MINNESOTA <br />LOCATION; Xenolith Street- NW See Boring Location Plan <br />DATE: 9 12 24 BORING #; SB-1 <br />START TIME; 10:00 END TIME; 10:15 <br />METHOD; 3 1/4" I.D. Hollow Stem Auaer <br />CREW: CD / RS <br />ELEVATION; N / G <br />Page 1 of 1 <br />Depth ASTM <br />(Feet) Symbol <br />Soil <br />Description <br />7.0" 7.0 inches Aggregate <br />SP-SM POORLY GRADED SAND w/ SILT, fine grained, dark brown. <br />5.0 <br />7.5 <br />OL ORGANIC SILT, black. <br />SC CLAYEY SAND, fine grained, grey. <br />FILL <br />10.0 <br />SC-SM SILTY CLAYEY SAND, fine grained, w/ a trace of GRAVEL, <br />grey. <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' 6" after completion. <br />. <br />Sample N <br /># Value W„ <br />. <br />Notes <br />6 4.4 <br />3 28.3 Organic Content= 4.1% <br />2 14.1 <br />I 14 14.8 <br />