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INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING <br /> PRO.IECT: 23-193 CITY OF RAM SEY DA TE; 7 20 23 BORING#: SB-13 <br /> FOX RIDGE ESTATES 1&2 START TIME:9:00 END TIME: 9:20 <br /> STREET IMPROVEMENTS <br /> RAMSEY, MINNESOTA METHOD: 3 1/4" I.D. Hollow Stem Au^ <br /> CREI/I/; 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 /> 6.25 0.75 inches Bituminous 5.5 inches Aggregate <br /> SC-SM SILTY CLAYEY SAND,fine grained,grey. <br /> FILL <br /> 1 26 7.1 <br /> 5.0 <br /> SP POORLY GRADED SAND,fine grained,brown. <br /> 2 12 3.1 <br /> mottled. <br /> 3 9 6.3 <br /> 10.0 fine to medium grained <br /> V Water encountered at 10.0 feet <br /> 4 4 18.7 during drilling. <br /> 11.5 <br /> Boring complete to 11.5 feet. <br /> Water encountered at 10.0 feet during drilling. <br /> No water encountered to cave-in at 6'8"after completion. <br />