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IA) IVRN <br />NORTHERN <br />114441.0, TECHNOLOGIES, LLC <br />CLIENT City of Ramsey <br />1 <br />Inver Grove Heights <br />6160 Carmen Avenue East <br />Inver Grove Heights, MN, 55076 <br />P: 651-389-4191 <br />BORING NUMBER SB-4 <br />PAGE 1 OF 1 <br />PROJECT NAME Brookview Estates Street Reconstructions <br />PROJECT NUMBER 18.MS06855.000 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 9/26/18 COMPLETED 9/26/18 GROUND ELEVATION 883 feet HOLE SIZE 6 1/2 in. <br />DRILLING CONTRACTOR NTI GROUND WATER LEVELS: <br />DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING 6.50 ft / Elev 876.50 ft <br />LOGGED BY RRH CHECKED BY SDG AT END OF DRILLING --- <br />CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- <br />NOTES Elevation determined using a Trimble GeoXH 6000(NAVD 88 GeoID 09 datum). <br />5 <br />ATTERBERG <br />o_ o z w o LIMITS <br />w. <br />d <br />MATERIAL DESCRIPTION w co> 0OJ Y N F. <br />0 w z <br />0 D O. Coo 0 } Oz O Q �p LL <br />< Z 0 U Z O Q 0 J J a J Q Z <br />COa0✓ a 0 U <br />0 <br />0 4 BITUMINOUS PAVEMENT (4 1/2 Inches) , 882 6 1 AU <br />0.8 \ APPARENT AGGREGATE BASE (5 Inches) `882.2 SS 100 5-6-9 6 <br />1.5 POORLY GRADED SAND WITH SILT, (SP-SM) dark 881.5 1 (15) 11 <br />Ibrown, moist, trace gravel <br />(Undocumented Fill) SS 5-5-5 <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown X 2 89 (10) <br />to light brown, fine to medium grained, moist, medium <br />dense to loose, trace gravel <br />(Alluvial) <br />9.0 874.0 <br />SANDY LEAN CLAY, (CL) brown, moist, medium, <br />stratified, trace gravel, with silt (ML) layering <br />(Alluvial) <br />Bottom of borehole at 10.5 feet. <br />872.5 <br />SS 100 3-3-3 <br />3 (6) <br />SS 89 4-3-4 <br />4 (7) <br />SS 100 1-2-3 <br />5 (5) <br />34 <br />