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A <br />'ERVIC5; <br />CLIENT <br />1 Haugo GeoTechnical ServicesBORING NUMBER SB-1 <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 862.2 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 8.00 ft / Elev 854.20 ft <br />LOGGED BY MS CHECKED BY PG AT END OF DRILLING --- <br />NOTES AFTER DRILLING --- Not Encountered at Cave -In Depth of 7 Feet. <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 Sand, dark brown to black, moist. (Topsoil) <br />AU <br />(SP) Poorly Graded Sand, fine to medium grained, brown, moist, <br />medium dense to loose. (Glacial Outwash) <br />SS <br />2 <br />7-6-5 <br />(11) <br />SS <br />3 <br />5-3-2 <br />(5) <br />10 <br />(SP) Poorly Graded Sand, fine to medium grained, trace Gravel, <br />greyish brown, moist to about 8 feet then waterbearing, medium <br />dense. (Glacial Outwash) <br />SS <br />4 <br />8-8-12 <br />(20) <br />SS <br />5 <br />4-8-12 <br />(20) <br />15 <br />SS <br />6 <br />4-7-10 <br />(17) <br />SS <br />7 <br />6-8-11 <br />(19) <br />20 <br />Y <br />SS <br />8 <br />7-10-11 <br />(21) <br />Bottom of borehole at 21.0 feet. <br />