Laserfiche WebLink
INDEPENDENT TESTING TECHNOLOGIES, INC. <br />LOG OF SOIL BORING <br />PROJECT, 24-327 CITY OF RAMSEY DATE: 9 12 24 BORING #; SB-19 <br />2024 GRAVEL ROADS START TIME: 9:05 END TIME: 9:20 <br />IP 25-07 <br />RAMSEY, MINNESOTA METHOD: 3 1/4" I.D. Hollow Stem Auaer <br />CREW: CD / RS <br />LOCATION; 148th Lane 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 />5.0" 5.0 inches Aggregate <br />SP POORLY GRADED SAND, fine grained, dark brown. <br />5.0 fine to medium grained, brown. <br />10.0 <br />11.5 <br />Boring complete to 11.5 feet. <br />Water encountered at 9' 0" during drilling. <br />No water measured to cave-in at 6' 6" after completion. <br />6 1.9 <br />3 3.1 <br />5 12.4 <br />V Water enountered at 9' 0" <br />during drilling. <br />5 20.5 <br />