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NTI <br />ii41017110 POW <br />WIISW.sA el lB4.4kr <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 />U <br />a (7 <br />w <J <br />0 O <br />0 <br />5 <br />10 <br />4.5 <br />14.5 <br />MATERIAL DESCRIPTION <br />BORING NUMBER SB-9 <br />PAGE 1 OF 1 <br />PROJECT NAME Lake Front <br />PROJECT LOCATION Ramsey, MN <br />GROUND ELEVATION 870.5 feet <br />GROUND WATER LEVELS: <br />AT TIME OF DRILLING 10.50 ft / Elev 860.00 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />medium 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 coarse grained at 11.0 feet. <br />Bottom of borehole at 14.5 feet. <br />866.0 <br />856.0 <br />w o <br />1-w D-- co w 10 �� <br />_� >O jD< <br />aD O. mO> <br />< Z W U Z <br />CO Et <br />SS 100 2-3-3 <br />1 (6) <br />SS 100 3-3-3 <br />2 (6) <br />SS 100 3-2-3 <br />3 (5) <br />SS 89 3-4-4 <br />4 (8) <br />SS 100 3-2-3 <br />5 (5) <br />SS 100 3-4-4 <br />6 (8) <br />SS 89 4-5-5 <br />7 (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 _H UH <br />`-- D Q _H D- w <br />U } OZ O_ Q_ <br />d Q O J J a J <br />7 <br />