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NTI <br />NORTHERN <br />TECHNOLOCIES,LLC <br />CLIENT City of Ramsey <br />PROJECT NUMBER 16.61770.100 <br />DATE STARTED 11/8/16 <br />DRILLING CONTRACTOR NTI <br />DRILLING METHOD 3 1/4 in H.S.A <br />LOGGED BY Robert Hawkins <br />CAVE IN (ft) 3.5 <br />Inver Grove Heights <br />6160 Carmen Avenue East <br />Inver Grove Heights, MN 55076 <br />P: 651-389-4191 <br />www.NTlgeo.com <br />COMPLETED 11/8/16 <br />CHECKED BY DAS <br />FROST DEPTH (ft) --- <br />NOTES Elevation assumed 100.0 Feet. <br />0 <br />5 <br />2.0 <br />4.5 <br />9.5 <br />MATERIAL DESCRIPTION <br />BORING NUMBER S-3 <br />PAGE 1 OF 1 <br />PROJECT NAME Alpine and Sunwood Drive - Street Improvements <br />PROJECT LOCATION Ramsey, MN <br />GROUND ELEVATION 100 ft <br />GROUND WATER LEVELS: <br />AT TIME OF DRILLING 7.50 ft / Elev 92.50 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />w o <br />I-w Ct AHD <br />LLlCO wJ <br />ODa�JO CO O > <br />a z WU Z <br />co Q <br />BITUMINOUS PAVEMENT (4.5 Inches) ' AU <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown 99 S1 <br />to dark brown, fine to medium grained, moist, little 98.0 <br />gravel I SS 94 4-5-4 <br />(Fill) 2 (9) <br />SILTY SAND, (SM) brown, fine to medium grained, <br />moist, medium dense, trace gravel <br />(Alluvial) <br />POORLY GRADED SAND, (SP) light brown, fine to <br />medium grained, moist to saturated, medium dense to <br />loose, trace gravel <br />(Alluvial) <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />11.0 fine to medium grained, saturated, loose, trace gravel <br />(Alluvial) <br />Bottom of borehole at 11.0 feet. <br />95.5 <br />90.5 <br />89.0 <br />SS 94 5-6-7 <br />3 (13) <br />SS 89 3-4-3 <br />4 <br />(7) <br />SS 83 3-3-4 <br />(7) <br />z Hwo <br />w <br />CL ~ D z <br />w N Z Da ~ W <br />U— >- OZ <br />a p 0 <br />�O <br />9 <br />HOLE SIZE 6 1/2 in. <br />ATTERBERG <br />LIMITS <br />O <br />UW <br />O- J i 0 <br />a J <br />co <br />w <br />z <br />L <br />16 <br />