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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-5 <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 875.5 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 />U_ <br />20 <br />d O <br />< <br />(7 <br />MATERIAL DESCRIPTION <br />w o <br />w0 <br />o <br />W <br />z <br />w <br />0 <br />H <br />0 <br />0 <br />0 <br />Z o <br />D <br />0 <br />we <br />Z <br />W <br />OZ <br />O <br />0 <br />ATTERBERG <br />LIMITS <br />H <br />0 <br />OJ <br />J <br />0 <br />co <br />Q J <br />0 <br />co <br />w <br />Z <br />L_ <br />5 <br />0.4 BITUMINOUS PAVEMENT (5 Inches) <br />0.9 APPARENT AGGREGATE BASE (6 Inches) <br />875.1 <br />874.6 <br />• <br />10 <br />POORLY GRADED SAND, (SP) brown, fine grained, <br />moist, trace gravel <br />2.0 (Undocumented Fill) <br />873 5 <br />1 AU <br />SS <br />89 <br />9-9-10 <br />(19) <br />POORLY GRADED SAND, (SP) light brown, fine to <br />medium grained, moist, medium dense to very loose, <br />trace gravel <br />(Glacial Outwash) <br />NOTE: Fine to coarse grained below 9 feet. <br />10.5 865.0 <br />SS <br />2 <br />89 <br />8-6-6 <br />(12) <br />SS <br />3 <br />89 <br />6-6-7 <br />(13) <br />SS <br />4 <br />89 <br />2-2-3 <br />(5) <br />SS <br />5 <br />89 <br />2-2-2 <br />(4) <br />3 <br />4 <br />Bottom of borehole at 10.5 feet. <br />