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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; Carolyn Lane NW- See Boring Location Plan <br />DATE: 9 12 24 BORING #; SB-6 <br />START TIME; 11:15 END TIME; 11:30 <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 />4.5" 4.5 inches Aggregate <br />SP-SM POORLY GRADED SAND w/ SILT, fine grained, dark brown. <br />5.0 <br />SC CLAYEY SAND, fine grained, reddish brown, mottled. <br />9.5 <br />10.0 SP POORLY GRADED SAND, fine to medium grained, brown. <br />11.5 <br />Boring complete to 11.5 feet. <br />Water encountered at 11' 0" 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 />4 6.9 <br />5 16.2 <br />16 9.7 <br />8 11.0 V Water enountered at 11' 0" <br />durina drillina. <br />