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INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING <br /> PRO.IECT: 23-193 CITY OF RAM SEY DA TE; 7 21 23 BORING#: SB-14 <br /> FOX RIDGE ESTATES 1&2 START TIME: 1:50 END TIME: 2:10 <br /> STREET IMPROVEMENTS <br /> RAMSEY, MINNESOTA METHOD: 3 '/4" I.D. Hollow Stem Auger <br /> CREW; CD/NH <br /> LOCATION; Potassium St NW-See Boring Location ELEVATION: Page 1 of 1 <br /> Depth ASTM Soil Sample N <br /> (Feet) Symbol Description # Value Wn Notes <br /> 5.75 2.25 inches Bituminous 3.5 inches Aggregate <br /> SP POORLY GRADED SAND,fine grained,brown. <br /> 1 11 13.2 <br /> 5.0 <br /> SC CLAYEY SAND,fine grained,brown. <br /> 2 8 12.1 <br /> 7.5 <br /> SM SILTY SAND,fine grained,brown. <br /> 3 7 18.2 <br /> 10.0 <br /> CH HIGHLY PLASTIC CLAY,grey. <br /> 4 5 38.5 <br /> 11.5 <br /> Boring complete to 11.5 feet. <br /> No water encountered during drilling. <br /> No water encountered to cave-in at 7'7"after completion. <br />