Corner: NW
Date: March 21, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location: At centerline of intersection
Tie 1: Nails Xed in PP NW 125.4'
Tie 2: Nails Xed in wood post SE 47.9'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: NW
Date: April 29, 2013
Located: 11"x12" Field Stone
Depth: 2.3' below surface in unmixed soil
Placed: 5/8" iron stake with survey cap #23008 over stone
Location: Center of Township Road
Tie 1: PP with nails "X" on side NW 125.78'
Tie 2: Wood Post with nails "X" on side SE 46.15'
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Prior Corner set by Ulteig in 2006 is 3.93' north and 1.25' east of actual corner.
Corner Certification
Surveyor?s Record Section 29
Surveyor?s Record Section 19
Surveyor?s Record Section 30
Surveyor?s Record Section 20 |
Corner: N1/4
Date: NOV. 11, 1912
Located:
Depth:
Placed: STONE 10"x12"x18"
Location: IN A ROAD
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: July 12, 2017
Located: 1/2" Iron Pipe down 0.2'
10" x 12" x 18" Stone down 4' and 1' from iron pipe.
Depth:
Placed: 4" x 20" cast iron monument down 8" Over Stone.
Location: Centerline of east-west road and slightly west of fence line north.
Tie 1: PK nail and plastic disk east end of 18" CMP SE 33.86'
Tie 2: PK nail and plastic disk west end of 18" CMP SW 27.05'
Tie 3:
Tie 4:
Remarks: Great River Energy Survey Crew Jacob R. Cunningham
Corner Certification
Corner: N1/4
Date: March 21, 2006
Located: 1/2" iron pipe
Depth:
Placed:
Location: In centerline of gravel road
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
1866 Field Notes
Surveyor?s Record Section 29
Surveyor?s Record Section 20 |
Corner: NE
Date:
Located: STONE 10"x12"x22"
Depth:
Placed:
Location:
Tie 1: FE. COR. NW. 45.6'
Tie 2: TP NE. 72.5'
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: June 10, 2015
Located: 1/2" Iron Pipe
Depth: 1.1' below surface.
Placed:
Location: Centerline of North-South road and 1' North of centerline of East road.
Tie 1: N = 142441.995
Tie 2: E = 463914.899
Tie 3: Elev. = 1699.280
Tie 4:
Remarks: Only tie is Tie #1 from DNR.
Corner: NE
Date: Nov. 2, 1983
Located: 3/4"x8" rebar over a 10"x12"x22" field stone
Depth: Down 3"
Placed: 1.25"x1.25"x12" perforated steel tube with aluminum cap stamped "DNR Survey Marker" down 0.4'
Location: On centerline of north-south road and centerline of east-west road
Tie 1: Nail & DNR Disc in SW side of PP up 4? NW 57.79'
Tie 2: Nail & DNR Disc in SE side of yield sign post up 3? NE 45.73'
Tie 3: Nail & DNR Disc in SE side of yield sign post up 4? SW 48.32'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Surveyor?s Record Section 29
Surveyor?s Record Section 20
Surveyor?s Record Section 21
Surveyor?s Record Section 28 |
Corner: W1/4
Date: March 21, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location: On centerline of north-south road and on line with fence to the east
Tie 1: Nails Xed on wood post W 35.0'
Tie 2: Nails Xed on wood post E 37.5'
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: W1/4
Date: April 29, 2013
Located: Pile of shale/small stones
Depth: 1.3' below surface in unmixed soil
Placed: 5/8" iron stake with survey cap #23008
Location:
Tie 1: Wood Post with nails "X" on side W 37.82'
Tie 2: Wood Post with nails "X" on side E 34.76'
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Prior Corner set by Ulteig in 2006 is 1.67' south and 2.78' west of actual corner.
Corner Certification
1866 Field Notes
Surveyor?s Record Section 29
Surveyor?s Record Section 30 |
Corner: CENTER
No information.
Surveyor?s Record Section 29 |
Corner: E1/4
Date: March 21, 2006
Located:
Depth:
Placed: 5/8" rebar with cap #44563
Location:
Tie 1: PK Nail in PP NW 130.7'
Tie 2:
Tie 3:
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: E1/4
Date: JUNE 4, 1977
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN BRACE POST SE. 39.9'
Tie 2: TACK IN COR. FE. POST E. ON LINE 35.8'
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: June 10, 2015
Located: 5/8" Rebar with Unreadable cap.
Depth: 0.9' below surface.
Placed:
Location: Centerline of North-South road and in line with East-West fence line.
Tie 1: N = 139800.327
Tie 2: E = 463904.127
Tie 3: Elev. = 1704.221
Tie 4:
Remarks: All ties gone.
1866 Field Notes
Surveyor?s Record Section 29
Surveyor?s Record Section 28 |
Corner: SW
Date: Jan. 10, 1980
Located: 1 1/2"x23" iron pipe over an 8"x10"x12" stone with attraction under it
Depth:
Placed: 1 1/2"x18" iron pipe over said stone
Location: At PI of north-south and east roads and 1' south of fence to the west
Tie 1: DNR reference point on NE side of anchor post up 6' NW 38.78'
Tie 2: DNR reference point on NW side of PP up 1' NE 46.94'
Tie 3: DNR reference point on SW side of PP up 1' SE 52.60'
Tie 4: Top center telephone ped SW 43.85'
Remarks: MN DNR LS
Corner Certification
Surveyor?s Record Section 29
Surveyor?s Record Section 30
Surveyor?s Record Section 31
Surveyor?s Record Section 32 |
Corner: S1/4
Date:
Located: STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST S. 30.8'
Tie 2: TACK IN COR. FE. POST N. 33.6'
Tie 3: TACK IN FE. POST NW. 41.9'
Tie 4:
Remarks:
Corner: S1/4
Date:
Located: ORIGINAL FIELD STONE
Depth: 1.8' BELOW GRAVEL
Placed: 1/2"x1'-3" STEEL PIN
Location: ABOVE STONE
Tie 1: N&C PP NE. 84.76'
Tie 2: N&C FE. POST N. 44.92'
Tie 3:
Tie 4:
Remarks:
Corner: S1/4
Date: Oct. 21, 2005
Located: 1/2" iron
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1866 Field Notes
Surveyor?s Record Section 29
Surveyor?s Record Section 32 |
Corner: SE
Date: March 21, 2006
Located: Rebar with an unreadable cap
Depth:
Placed:
Location: Intersection of centerlines of both roads
Tie 1: PK Nail in PP NW 60.3'
Tie 2: Street sign NE 54.4'
Tie 3: Yield sign SW 43.4'
Tie 4:
Remarks: Ulteig Engineering, Inc.
Corner Certification
Corner: SE
Date: June 1, 2015
Located: Iron Stake
Depth: 10" below surface.
Placed:
Location: Centerline of North road and 2' South of East-West road.
Tie 1: N = 137158.157
Tie 2: E = 463894.104
Tie 3: Elev. = 1710.537
Tie 4:
Remarks: All ties are good.
Surveyor?s Record Section 29
Surveyor?s Record Section 32
Surveyor?s Record Section 28
Surveyor?s Record Section 33 |
