Laserfiche WebLink
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 />0 <br />MATERIAL DESCRIPTION <br />BORING NUMBER S-9 <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 7.50 ft / Elev 92.50 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />BITUMINOUS PAVEMENT (4.5 Inches) <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />fine to medium grained, moist, trace gravel <br />(Fill) <br />POORLY GRADED SAND WITH SILT, (SP-SM) orange <br />brown, fine to medium grained, moist, trace gravel <br />(Fill) <br />POORLY GRADED SAND, (SP) light brown, fine to <br />medium grained, moist, medium dense, trace gravel <br />(Alluvial) <br />ATTERBERG <br />tp 0 z w o LIMITS <br />w <br />Hw tt AHD a <br />YH-, DH co <br />w ZJ H w <br />awmOUmO>"Z a n��- Xz <br />Z.Uz O 0 O J �ig �g HZpli <br />< w <br />co <br />- a <br />99 6 1 AU <br />1 <br />98.0 <br />95.5 <br />93.0 <br />XSS 89 6-10-8 <br />2 (18) <br />SS <br />100 5-6-5 <br />() <br />SZ POORLY GRADED SAND WITH SILT, (SP-SM) brown, SS 89 3-4-4 <br />fine to medium grained, moist to saturated, loose to 4 (8) <br />medium dense, trace gravel <br />(Alluvial) <br />Bottom of borehole at 11.0 feet. <br />SS 89 3-4-5 <br />89.0 5 (9) <br />6 <br />8 <br />