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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-3 <br />START TIME; 10:30 END TIME; 10:45 <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 />16.0" <br />5.0 <br />7.5 <br />10.0 <br />11.5 <br />16.0 inches Aggregate <br />SP POORLY GRADED SAND, fine grained, brown. <br />FILL <br />OL ORGANIC SILT, black. <br />SC CLAYEY SAND, fine grained, blue, green, dark grey. <br />SC-SM SILTY CLAYEY SAND w/ SILT, fine grained, grey. <br />Boring complete to 11.5 feet. <br />No water encountered during drilling. <br />No water measured to cave-in at 8' after completion. <br />. <br />Sample N <br /># Value W„ <br />i <br />. <br />Notes <br />5 4.6 <br />3 24.7 <br />w/h* 20.0 *Weight of Hammer <br />5 17.4 <br />