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ESTING REPORTS \GINT\MOD POND HILLS GPJ <br />NTI <br />NORTHERN <br />TECHNOLOGIES,LLC <br />Inver Grove Heights <br />6160 Carmen Avenue East <br />Inver Grove Heights, MN, 55076 <br />P: 651-389-4191 <br />BORING NUMBER SB-6 <br />PAGE 1 OF 1 <br />CLIENT City of Ramsey PROJECT NAME Wood Pond Hills & Chestnut Ridge Street Reconstruction <br />PROJECT NUMBER 18.MSP06853.000 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 9/27/18 COMPLETED 9/27/18 <br />GROUND ELEVATION 878 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 --- No Groundwater Observed. <br />LOGGED BY RRH <br />CAVE IN (ft) --- <br />CHECKED BY SDG AT END OF DRILLING --- <br />FROST DEPTH (ft) --- AFTER DRILLING --- <br />NOTES Elevation determined using a Trimble GeoXH 6000 (NAVD 88 GeoID 09 datum). <br />(7 <br />5 <br />10 <br />MATERIAL DESCRIPTION <br />0.3 BITUMINOUS PAVEMENT (4 Inches) 877.7 <br />0.8 APPARENT AGGREGATE BASE (6 Inches) 877.2 <br />2.0 <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />fine to medium grained, moist, trace gravel <br />(Undocumented Fill) <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />fine to medium grained, moist, medium dense to dense, <br />trace gravel <br />(Glacial Outwash) <br />NOTE: Little gravel at 4 feet. <br />876.0 <br />10.5 867.5 <br />AU <br />wo <br />w0 <br />o <br />w <br />SS <br />89 <br />7-10-12 <br />(22) <br />SS <br />2 <br />78 <br />10-8-8 <br />(16) <br />SS <br />3 <br />89 <br />12-11-10 <br />(21) <br />SS <br />4 <br />89 <br />7-8-10 <br />(18) <br />SS <br />5 <br />89 <br />6-8-9 <br />(17) <br />z <br />w <br />0 <br />H <br />0 <br />0 <br />0 <br />Z o <br />p <br />0 <br />we <br />G✓� <br />Z <br />CO w <br />OZ <br />O <br />0 <br />ATTERBERG <br />LIMITS <br />3 <br />3 <br />0 - <br />O J <br />J <br />0 <br />co <br />Q J <br />0 <br />co <br />w <br />Z <br />L_ <br />Bottom of borehole at 10.5 feet. <br />