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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-5 <br />PAGE 1 OF 1 <br />PROJECT NAME Wood Pond Hills & Chestnut Ridge Street Reconstruction <br />PROJECT LOCATION Ramsey, MN <br />GROUND ELEVATION 875.5 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 <br />w <J <br />0 O <br />5 <br />10 <br />MATERIAL DESCRIPTION <br />BITUMINOUS PAVEMENT (5 Inches) <br />APPARENT AGGREGATE BASE (6 Inches) <br />POORLY GRADED SAND, (SP) brown, fine grained, <br />moist, trace gravel <br />2.0 (Undocumented Fill) <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 />Bottom of borehole at 10.5 feet. <br />ATTERBERG <br />o_ o z w o LIMITS <br />w cK _. <br />0 d D <br />in W0 Z_i H� ~— Z U w <br />dD O. mO> Y`-- D Q UH Lij 0u) Ha LL <br />U > OZ O• - Q- U <br />z <br />w U Z O Q g O J • J 0 a J Q Z <br />0 <br />SS 89 9-9-10 <br />1 (19) <br />SS 89 8-6-6 <br />2 (12) <br />SS 89 6-6-7 <br />3 (13) <br />SS 89 2-2-3 <br />4 (5) <br />SS 89 2-2-2 <br />5 (4) <br />3 <br />4 <br />