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NTI <br />NORTHERN <br />TECHNOLOGIES, 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) 4 <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 />MATERIAL DESCRIPTION <br />BORING NUMBER S-11 <br />PAGE 1 OF 1 <br />PROJECT NAME Alpine and Sunwood Drive - Street Improvements <br />PROJECT LOCATION Ramsey, MN <br />GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in. <br />GROUND WATER LEVELS: <br />AT TIME OF DRILLING 9.50 ft / Elev 90.50 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />BITUMINOUS PAVEMENT (4.8 Inches) <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown <br />2.0 to dark brown, fine to medium grained, moist, trace <br />Igravel <br />(Fill) <br />POORLY GRADED SAND, (SP) light brown, fine to <br />medium grained, moist, medium dense to very loose, <br />trace gravel <br />(Alluvial) <br />9.5 \7 <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown <br />11.0 to light brown, fine to medium grained, saturated, loose, <br />Itrace gravel <br />(Alluvial) <br />Bottom of borehole at 11.0 feet. <br />I <br />ATTERBERG <br />cu 0 z W o LIMITS <br />w <br />coI-Qo HD a H^DH >- <br />WWm Z H Nto _ W <br />d�OUcO> Z ��cri <br />Hp li <br />2z wUZ 0_zO 20J-1J co <br />co <br />a a <br />99 6 1 AU <br />1 <br />98.0 <br />90.5 <br />89.0 <br />XSS 89 3-4-5 <br />2 (9) <br />SS 94 3-3-3 <br />3 (6) <br />SS 83 2-2-2 <br />Al <br />4 (4) <br />SS 78 3-3-4 <br />(7) <br />5 <br />4 <br />