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

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Haugo GeoTechnical Services BORING NUMBER SB-05 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 864.5 ft HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS - 120 GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING --- LOGGED BY GD CHECKED BY PG 1 AT END OF DRILLING 8.50 ft / Elev 856.00 ft NOTES 5+00 J u n kite Street 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 MATERIAL DESCRIPTION PL IL 20 40 60 80 ❑ FINES CONTENT (%) ❑ 20 40 60 80 Approximately 3.5 of Bituminous Asphalt !-!! Approximately 3 Inches of Aggregate Base 4 - possible P-200 = 8% AU 22 : (SP) Poorly Graded Sand, fine to medium grained, gray to grayish brown, moist, dense. (Alluvium) 2.5 :' : : SS 23 6-6-7 (13) • : •� : • (SP-SM) Poorly Graded Sand with Silt, fine to medium grained, brown, moist, loose. (Alluvium) : : : : 5.0 . SS 24 2-4-3 (7) : 7.5 ....::. (SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, gray, moist to about 9.5 Feet then waterbearing, very loose to : • : : : loose. (Alluvium) SS 25 3-5-5 (10) . . . . 10.0 SS 2-3-3 12.5 SS 27 1-1-3 (4) . .• SS 28 1-3-3 (6) Bottom of borehole at 14.5 feet.