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INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING <br /> PRO.IECT: 23-193 CITY OF RAMSEY DATE; 7 20 23 BORING#: S B-2 6 <br /> FOX RIDGE ESTATES 1&2 START TIME: 10:40 END TIME: 11:00 <br /> STREET IMPROVEMENTS <br /> RAMSEY, MINNESOTA METHOD: 3 '/4" I.D. Hollow Stem Auger <br /> CREI/I/; CD/NH <br /> LOCH TION; 170th Ave NW-See Boring Location ELEVA TION: Page 1 of 1 <br /> Depth ASTM Soil Sample N <br /> (Feet) Symbol Description # Value Wn Notes <br /> 7.5 2.5 inches Bituminous 5.0 inches Aggregate <br /> SP POORLY GRADED SAND,fine grained,brown. <br /> 1 21 6.5 <br /> 5.0 <br /> M L SILT,grey,brown,mottled. <br /> 2 8 25.9 <br /> V Water encountered at 9' 7" <br /> 7.5 during drilln . <br /> SP POORLY GRADED SAND,fine grained,greyish brown. <br /> wet. 3 13 20.9 <br /> 10.0 <br /> grey <br /> 4 9 26.9 <br /> 11.5 <br /> Boring complete to 11.5 feet. <br /> Water encountered at 9'7"during drilling. <br /> No water encountered to cave-in at 6' 10"after completion. <br />