Laserfiche WebLink
Haugo GeoTechnical Services BORING NUMBER SB-1 0 <br />H AU G O 2825 Cedar Ave South PAGE 1 OF 1 <br />■ • ► = Minneapolis, MN 55407 <br />SERVICES Telephone: 612-729-2959 <br />Fax: 763-445-2238 <br />CLIENT City of Ramsey PROJECT NAME IP 22-06 Wood Pond Hills 2nd-5th Reconstruction <br />PROJECT NUMBER 21-0834 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 9/14/21 COMPLETED 9/14/21 GROUND ELEVATION 882.2 ft HOLE SIZE 3 1/4 inches <br />DRILLING CONTRACTOR HGTS - 120 GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING --- Not Encountered <br />LOGGED BY GD CHECKED BY PG AT END OF DRILLING --- Not Encountered <br />NOTES 1+25 Helium Court AFTER DRILLING --- Not Encountered <br />p DEPTH <br />o (ft) <br />GRAPHIC <br />LOG <br />SAMPLE TYPE <br />NUMBER <br />RECOVERY % <br />(RQD) <br />BLOW <br />COUNTS <br />(N VALUE) <br />MOISTURE CONT. <br />(%) <br />NOTES <br />ASPTNVALUE A <br />20 40 60 80 <br />MATERIAL DESCRIPTION <br />PL IL <br />20 40 60 80 <br />❑ FINES CONTENT (%) ❑ <br />20 40 60 80 <br />Approximately 2 Inches of Bituminous Asphalt <br />3.5 <br />- <br />- <br />� <br />♦�♦�♦�I <br />i♦i♦i♦ <br />Approximately 3 Inches of possible Aggregate Base <br />P-200 = 6.5% 1 <br />AU <br />85 <br />: <br />i♦i♦i♦i <br />� <br />Poorly Graded Sand with Silt, fine to medium grained, trace <br />Gravel, brown, moist. (Possible Fill) <br />. . . <br />2.5 <br />: : <br />SS <br />86 <br />6-6-6 <br />(12) <br />A <br />♦��♦ <br />. <br />5.0 <br />♦♦♦♦♦♦♦ <br />SS <br />87 <br />5-5-7 <br />(12) <br />SS <br />88 <br />2-2-3 <br />(5) <br />. <br />•♦♦♦♦♦♦♦ <br />(SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, <br />brown, moist, loose to very loose. (Alluvium) <br />: <br />_ <br />10.0 <br />SS <br />3-4-4 <br />- - <br />12.5 <br />: <br />SS <br />90 <br />3-2-2 <br />(4) <br />- - <br />SS <br />91 <br />2-2-3 <br />(5) <br />I <br />Bottom of borehole at 14.5 feet. <br />