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IA) IVRN <br />NORTHERN <br />1444.00, TECHNOLOGIES, LLC <br />CLIENT City of Ramsey <br />ESTING REPORTS \GINT\MOD POND HILLS GPJ <br />1 <br />Inver Grove Heights <br />6160 Carmen Avenue East <br />Inver Grove Heights, MN, 55076 <br />P: 651-389-4191 <br />PROJECT NUMBER 18.MSP06853.000 <br />DATE STARTED 9/27/18 <br />DRILLING CONTRACTOR NTI <br />DRILLING METHOD 3 1/4 in H.S.A <br />LOGGED BY RRH <br />CAVE IN (ft) --- <br />COMPLETED 9/27/18 <br />CHECKED BY SDG <br />FROST DEPTH (ft) --- <br />BORING NUMBER SB-9 <br />PAGE 1 OF 1 <br />PROJECT NAME Wood Pond Hills & Chestnut Ridge Street Reconstruction <br />PROJECT LOCATION Ramsey, MN <br />GROUND ELEVATION 884.5 feet HOLE SIZE 6 1/2 in. <br />GROUND WATER LEVELS: <br />AT TIME OF DRILLING --- No Groundwater Observed. <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />NOTES Elevation determined using a Trimble GeoXH 6000 (NAVD 88 GeoID 09 datum). <br />J- <br />CL c9 <br />w <J <br />p O <br />0 <br />5 <br />10 <br />s 0.8 <br />ATTERBERG <br />o_ o z w e LIMITS <br />w cK _. <br />d <br />MATERIAL DESCRIPTION w > OJ Y N Q U w z <br />0 D O. m0 U } Oz O� Q� �p LL <br />Z 0 0 Z O Q i 0 J J a J Q Z <br />co 0✓ a 0 0 <br />0 <br />0.3 BITUMINOUS PAVEMENT (4 Inches) 884.2 AU <br />APPARENT AGGREGATE BASE (6 Inches) 883.7 <br />SS 10-12-12 <br />POORLY GRADED SAND, (SP) brown, fine to medium 1 89 (24) <br />grained, moist, trace gravel <br />2.0 (Undocumented Fill) 882.E <br />POORLY GRADED SAND, (SP) brown, fine to medium <br />grained, moist, medium dense, trace gravel <br />(Glacial Outwash) <br />10.5 874.0 <br />Bottom of borehole at 10.5 feet. <br />SS 89 5-7-7 <br />2 (14) <br />SS 89 5-5-6 <br />3 (11) <br />SS 89 3-6-7 <br />4 (13) <br />SS 89 4-5-7 <br />5 (12) <br />3 <br />3 <br />