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A <br />'ERVIC5; <br />CLIENT <br />1 Haugo GeoTechnical ServicesBORING NUMBER SB-2 <br />PAGE 1 OF 1 <br />2825 Cedar Avenue S <br />Minneapolis, MN 55407 <br />City of Ramsey PROJECT NAME Vacent Parcels along 142nd Ave NW <br />PROJECT NUMBER 15-0861 PROJECT LOCATION Ramsey, Minnesota <br />DATE STARTED 1/4/16 COMPLETED 1/4/16 GROUND ELEVATION 860.9 ft MSL HOLE SIZE 3 1/4 inches <br />DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger/Split Spoon ¶AT TIME OF DRILLING 5.00 ft / Elev 855.90 ft <br />LOGGED BY MS CHECKED BY PG AT END OF DRILLING --- <br />NOTES AFTER DRILLING 5.00 ft / Elev 855.90 ft at Cave -In Depth of 5 1/4 Fee <br />o DEPTH <br />(ft) <br />GRAPHIC <br />LOG <br />MATERIAL DESCRIPTION <br />SAMPLE TYPE <br />NUMBER <br />RECOVERY % <br />(RQD) <br />BLOW <br />COUNTS <br />(N VALUE) <br />POCKET PEN. <br />(tsf) <br />DRY UNIT WT. <br />(pcf) <br />A SPT N VALUE A <br />20 40 60 80 <br />PL LL <br />20 40 60 80 <br />❑ FINES CONTENT (%) ❑ <br />20 40 60 80 <br />5 <br />' `' ````` <br />Silty Clayey Sand, black, moist to wet. (Topsoil) <br />AU <br />• <br />1 <br />(SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, <br />brown, moist to about 5 feet then waterbearing, very loose to <br />loose. (Glacial Outwash) <br />SS <br />10 <br />2-3-4 <br />(7) <br />SS <br />11 <br />4-3-3 <br />(6) <br />10 <br />SS <br />12 <br />2-1-2 <br />(3) <br />SS <br />13 <br />2-1-4 <br />(5) <br />15 <br />(SP) Poorly Graded Sand, fine to medium grained, trace Gravel, <br />greyish brown, waterbearing, medium dense. (Glacial Outwash) <br />SS <br />14 <br />7-11-13 <br />(24) <br />SS <br />15 <br />6-8-12 <br />(20) <br />20 <br />Y <br />SS <br />16 <br />7-9-11 <br />(20) <br />Bottom of borehole at 21.0 feet. <br />