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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; <br />148th Lane NW- See Boring Location Plan <br />DATE: 9 / 12 / 24 BORING #; SB-20 <br />START TIME; 9:20 <br />END TIME; 9:30 <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 />6.0" 6.0 inches Aggregate <br />SP-SM POORLY GRADED SAND w/ SILT, fine grained, dark brown. <br />4.0 <br />5.0 <br />7.0 <br />10.0 <br />11.5 <br />FILL <br />SM SILTY SAND, fine grained, dark brown. <br />SP POORLY GRADED SAND, fine grained, greyish brown. <br />grey. <br />Boring complete to 11.5 feet. <br />Water encountered at 9' 0" during drilling. <br />No water measured at cave-in at 6' 9" after completion. <br />. <br />Sample N <br /># Value W„ <br />i <br />5 5.7 <br />5 9.2 <br />. <br />Notes <br />15 18.4 <br />V Water enountered at 9' 0" <br />during drilling. <br />4 24.3 <br />