Agenda - Council - 10/26/2021 - Laserfiche WebLink

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Haugo GeoTechnical Services BORING NUMBER SB-09 H AU G O 2825 Cedar Ave South PAGE 1 OF 1 ■ • ► = Minneapolis, MN 55407 SERVICES Telephone: 612-729-2959 Fax: 763-445-2238 CLIENT City of Ramsey PROJECT NAME IP 22-06 Wood Pond Hills 2nd-5th Reconstruction PROJECT NUMBER 21-0834 PROJECT LOCATION Ramsey, MN DATE STARTED 9/14/21 COMPLETED 9/14/21 GROUND ELEVATION 866.6 ft HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS - 120 GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon a AT TIME OF DRILLING 12.50 ft / Elev 854.10 ft LOGGED BY GD CHECKED BY PG TAT END OF DRILLING 12.20 ft / Elev 854.40 ft NOTES 6+00 145th Court AFTER DRILLING --- p DEPTH o (ft) GRAPHIC LOG SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) MOISTURE CONT. (%) NOTES ASPTNVALUEA 20 40 60 80 DESCRIPTION PMATERIAL IL I 20 40 60 80 ❑ FINES CONTENT (%) ❑ 20 40 60 80 ____ ♦♦♦1 Approximately 2 Inches of Bituminous Asphalt 3.5 - i♦i♦i♦ Approximately 3 Inches of possible Aggregate Base P-200 = 7% AU 50 i♦i♦i♦i Poorly Graded Sand with Silt, fine to medium grained, trace Gravel, brown, moist, loose. (Possible Fill) : . . . : :• : • 2.5 : : : SS 51 4-5-5 (10) • ♦♦♦♦♦♦♦ • (SP) Poorly Graded Sand, fine grained, trace Gravel, brown, moist, medium dense. (Alluvium) 5.0 SS 52 7-4-7 (11) 7.5 SS 53 6-10-12 (22) (SP) Poorly Graded Sand, fine to medium grained, gray, moist to about 12 feet then waterbearing, loose. (Alluvium) : 10.0 _ SS 54 5-8-8 (16) • 12.5 1 a SS 55 4-3-5 (8) : : r - - . SS 56 2-3-5 (8) Bottom of borehole at 14.5 feet.