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NTI <br />ii41017110 POW <br />beam. 1114.4 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 />1.0 <br />5 <br />10 <br />Y 15 <br />20 <br />L 25 <br />MATERIAL DESCRIPTION <br />BORING NUMBER SB-5 <br />PAGE 1 OF 1 <br />PROJECT NAME Lake Front <br />PROJECT LOCATION Ramsey, MN <br />GROUND ELEVATION 871.5 feet <br />GROUND WATER LEVELS: <br />AT TIME OF DRILLING 8.00 ft / Elev 863.50 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />TOPSOIL (1.0 Inches) <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />medium to coarse grained, moist, loose to dense, trace <br />gravel (Glacial Outwash) <br />NOTE: Slight iron oxide staining at 3.0 feet. <br />NOTE: Gravel layer at 18.0 feet. <br />870.5 <br />NOTE: Gray soil at 25.5 feet. <br />27.0 844.5 <br />Bottom of borehole at 27.0 feet. <br />w <br />>- <br />H w <br />m <br />J <br />dD <br />Z <br />CO <br />SS <br />1 <br />SS <br />2 <br />SS <br />3 <br />c <br />>- <br />w0 <br />w0 <br />o <br />w <br />78 <br />67 <br />67 <br />co Ca <br />Q <br />mOZ <br />3-3-3 <br />(6) <br />3-4-3 <br />(7) <br />4-3-3 <br />(6) <br />SS 78 4-5-5 <br />4 (10) <br />SS 33 5-7-7 <br />5 (14) <br />SS 78 7-8-9 <br />6 (17) <br />SS 78 6-7-8 <br />7 (15) <br />SS 22 6-10-9 <br />8 (19) <br />SS 67 7-7-10 <br />9 (17) <br />HOLE SIZE 6 1/2 in. <br />ATTERBERG <br />iz w o LIMITS <br />d �H <br />I— <br />w Z U HW _H UH <br />`-- a Q _H D- w <br />U } OZ 0_ Q_ <br />d Q O J J a J <br />1 <br />