Laserfiche WebLink
(A) NTI <br />TORTHERN <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 />U <br />a (7 <br />w <J <br />o <br />0 <br />ROJECTS\2016 PROJECTS,ALP INE AND SUNWO <br />MATERIAL DESCRIPTION <br />BORING NUMBER S-2 <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 7.00 ft / Elev 93.00 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />c <br />>- <br />w0 <br />w0 <br />o <br />w <br />BITUMINOUS PAVEMENT (4.5 Inches) / 996 AU <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown 1 <br />to dark brown, fine to medium grained, moist, trace <br />gravel M SS 67 <br />(Fill) Ai 2 <br />7.0 \7 <br />POORLY GRADED SAND, (SP) light brown, fine to <br />medium grained, saturated, loose, trace gravel <br />(Alluvial) <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown <br />to dark brown, fine to medium grained, saturated, loose, <br />trace gravel <br />(Alluvial) <br />Bottom of borehole at 11.0 feet. <br />I <br />3-6-8 <br />(14) <br />X SS 3 83 5-6-5 <br />(11) <br />93.0 <br />X SS 4 100 3-4-3 <br />(7) <br />90.5 <br />SS 3-3-5 <br />89.0 /N 5 78 (8) <br />HOLE SIZE 6 1/2 in. <br />ATTERBERG <br />Lu w LIMITS <br />o_ �H <br />w <br />coZ ca H W _ H 0 <br />H <br />Y`-' D Q _H D- w <br />U } OZ 0_ Q_ <br />d Q O J J a J <br />6 <br />