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IIA) IVRN <br />NORTHERN <br />TECHNOLOGIES,LLC <br />CLIENT City of Ramsey <br />STREET RECON_GEO_18 MSP_06855 000\TESTING REPORTS\GINT\BROOKVIEW ESTATES.GP <br />I I I I I I I <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-7 <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 882 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 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 />c) <br />J- <br />CL c9 <br />w <J <br />C) <br />0 <br />5 <br />10 <br />ATTERBERG <br />o_ o z w e LIMITS <br />w cK _. <br />d <br />MATERIAL DESCRIPTION w co> 8OJ Y Nlii Q U w z <br />0 D O. Lo0 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 />04 , BITUMINOUS PAVEMENT (4 1/4 Inches) , 881 7 1 AU <br />0.9 , APPARENT AGGREGATE BASE (6 Inches) r 881.2 SS 5-6-7 <br />SILTY SAND, (SM) dark brown, fine to medium grained, X 1 100 (13) 8 <br />moist, trace gravel <br />(Undocumented Fill) V SS 67 5-5-5 <br />2 (10) <br />4.0 878.0 <br />SANDY LEAN CLAY, (CL) brown, moist, medium, trace <br />gravel <br />(Alluvial) <br />875.5 <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />fine to medium grained, moist, medium dense, trace <br />gravel <br />(Alluvial) <br />10.5 871.5 <br />Bottom of borehole at 10.5 feet. <br />SS 89 2-2-3 <br />3 (5) <br />SS 100 3-3-3 <br />4 (6) <br />5S 100S6-6-73 <br />(13) <br />21 <br />