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NTI <br />ii41017110 POW <br />WIISW.sAs.ueni4.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 />L 25 <br />MATERIAL DESCRIPTION <br />BORING NUMBER SB-7 <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 />\4.2___/1 TOPSOIL (2.0 Inches) [1870 a <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />fine to coarse grained, moist, loose to medium dense, <br />trace gravel (FILL) <br />4.5 <br />POORLY GRADED SAND WITH SILT, (SP-SM) light <br />brown, fine to coarse grained, moist, loose to dense, <br />trace gravel (Glacial Outwash) <br />NOTE: Soil gray below 23.0 feet. <br />866.0 <br />29.5 841.0 <br />Bottom of borehole at 29.5 feet. <br />c <br />>- <br />w0 <br />w0 <br />o <br />w <br />SS 78 <br />1 <br />SS 100 <br />2 <br />SS 100 <br />3 <br />co Ca <br />Q <br />mOZ <br />1-2-2 <br />(4) <br />5-7-7 <br />(14) <br />3-3-4 <br />(7) <br />SS 100 4-5-4 <br />4 (9) <br />SS 100 3-4-4 <br />5 (8) <br />SS 100 3-3-3 <br />6 (6) <br />SS 100 4-5-71 <br />(12) <br />SS 78 5-7-8 <br />8 (15) <br />9(20) <br />SS <br />100 7 <br />1 <br />SS 100 6-7-7 <br />10 (14) <br />HOLE SIZE 6 1/2 in. <br />ATTERBERG <br />iz w o 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 />1 <br />