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NTI <br />ii41017110 POW <br />WIISW. sAs.ueni4. W k 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 />a (0 <br />w <J <br />0 <br />0 <br />5 <br />10 <br />Y 15 <br />20 <br />MATERIAL DESCRIPTION <br />03 ,\ TOPSOIL (3.0 lnches) <br />1.5 POORLY GRADED SAND WITH SILT, (SP-SM) dark <br />Ibrown, medium to coarse grained, moist, loose, trace <br />gravel (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 />Ls 25 25.0 <br />NOTE: Gray soil at 10.5 feet. <br />NOTE: Brown soil layer at 13.0 feet. <br />Bottom of borehole at 25.0 feet. <br />BORING NUMBER SB-4 <br />PAGE 1 OF 1 <br />PROJECT NAME Lake Front <br />PROJECT LOCATION Ramsey, MN <br />GROUND ELEVATION 868 feet <br />GROUND WATER LEVELS: <br />AT TIME OF DRILLING 9.00 ft / Elev 859.00 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />I <br />867 8, <br />866.5 <br />843.0 <br />w o <br />1-w D-- �� <br />_� >0 jD< <br />aD O. mO> <br />< Z 0 U Z <br />CO Lil <br />Et <br />SS 89 2-4-4 <br />1 (8) <br />SS 100 3-4-5 <br />2 (9) <br />SS 100 3-4-3 <br />3 (7) <br />SS 100 3-3-3 <br />4 (6) <br />SS 78 3-3-5 <br />5 (8) <br />SS 56 3-6-5 <br />6 (11) <br />SS 56 3-3-4 <br />7 (7) <br />SS 56 4-5-7 <br />8 (12) <br />SS 78 4-5-5 <br />9 (10) <br />HOLE SIZE 6 1/2 in. <br />ATTERBERG <br />iz w o LIMITS <br />d �H <br />w <br />w Z U HW OH UH <br />Y`-' D Q _H D- w <br />U } OZ O_ Q_ <br />d Q O J J a J <br />