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NTI <br />ii41017110 POW <br />'rQ K',WWII9W.rAr.ull lB'nW�r <br />CLIENT Bolton & Menk, Inc. <br />Inver Grove Heights <br />6160 Carmen Avenue East <br />Inver Grove Heights, MN, 55076 <br />P: 651-389-4191 <br />PROJECT NUMBER 18.MSP.05470.000 <br />DATE STARTED 5/15/18 COMPLETED 5/15/18 <br />DRILLING CONTRACTOR NTI <br />DRILLING METHOD 3 1/4 in H.S.A <br />LOGGED BY Morgan Bakeman CHECKED BY Steve Gerber <br />CAVE IN (ft) --- FROST DEPTH (ft) --- <br />NOTES Elevations provided by client. <br />0 <br />5 <br />10 <br />Y 15 <br />20 <br />MATERIAL DESCRIPTION <br />BORING NUMBER SB-2 <br />PAGE 1 OF 1 <br />PROJECT NAME Lake Front <br />PROJECT LOCATION Ramsey, MN <br />GROUND ELEVATION 862 feet <br />GROUND WATER LEVELS: <br />AT TIME OF DRILLING 4.00 ft / Elev 858.00 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />,02 r\ TOPSOIL (2.0 Inches) [1861 8, <br />1.5 POORLY GRADED SAND WITH SILT, (SP-SM) brown, 860.5 <br />Imedium to coarse grained, moist, loose, trace gravel <br />(FILL) <br />POORLY GRADED SAND WITH SILT, (SP-SM) light <br />brown, medium to coarse grained, moist, loose to <br />medium dense, trace gravel (Glacial Outwash) <br />NOTE: Soil gray at 8.0 feet <br />NOTE: Soil light brown at 13.0 feet. <br />NOTE: Gravel layer at 18.0 feet. <br />NOTE: Soil gray at 18.0 feet. <br />24.5 837.5 <br />Bottom of borehole at 24.5 feet. <br />SS <br />1 <br />SS <br />2 <br />SS <br />3 <br />c <br />>- <br />w0 <br />w0 <br />o <br />w <br />44 <br />89 <br />56 <br />co Ca <br />Q <br />m0Z <br />3-3-4 <br />(7) <br />4-5-7 <br />(12) <br />4-7-7 <br />(14) <br />SS 78 3-3-3 <br />4 (6) <br />SS 89 4-4-4 <br />5 (8) <br />SS 100 4-5-4 <br />6 (9) <br />SS 89 5-5-6 <br />7 (11) <br />SS 56 5-7-7 <br />8 (14) <br />SS 67 5-5-5 <br />9 (10) <br />HOLE SIZE 6 1/2 in. <br />ATTERBERG <br />iz w o LIMITS <br />o_�H <br />w <br />w Z U HW _H UH <br />`-- D Q _H D- w <br />U } OZ 0_ Q_ <br />d Q O J J a J <br />