Corner: NW
Date:
Located: FIELD STONE
Depth: 3' BELOW GRADE
Placed: STEEL POST
Location: ABOVE STONE
Tie 1: IT WAS TIED TO OLD BRIDGE, WHICH WAS WIDEN LATER AND TIES WERE REMOVED.
Tie 2:
Tie 3:
Tie 4:
Remarks: THIS WAS IN THE EARLY 1970'S
Corner: NW
Date: May 3, 2016
Located: Nothing Found with Metal Locator.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor?s Record Section 20
Surveyor?s Record Section 18
Surveyor?s Record Section 19
Surveyor?s Record Section 17 |
Corner: N1/4
Date: SEPT. 1974
Located: STEEL PIN
Depth:
Placed:
Location:
Tie 1: N&C PP SE. 58.25'
Tie 2: N&C PP SW. 67.36'
Tie 3:
Tie 4:
Remarks: COULD BE FIELD STONE BELOW STEEL PIN AS PER RECORDS SEPT 17, 1957. PLACED P.K. NAIL AUG. 21, 1987.
Corner: N1/4
Date: June 6, 2008
Located: 3/8" Iron
Depth:
Placed: Survey Spike with seal #43844
Location:
Tie 1: Nail & bottle cap in PP SW 66.68'
Tie 2: Nail & bottle cap in PP SE 59.52'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: N1/4
Date: JAN. 7, 2003
Located: IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: N1/4
Date: May 3, 2016
Located: Survey Spike with seal # 43844
Depth: Top of the Asphalt Mat.
Placed:
Location: Intersection of gravel County Road 73 & asphalt county road 30.
Tie 1: Northing- 211044.911.
Tie 2: Easting- 492687.002, Elevation- 1583.915.
Tie 3: Nail & bottle cap in PP SW 66.68'
Tie 4: Nail & bottle cap in PP SE 59.52'
Remarks: No other Ties found.
1861 Field Notes
Surveyor?s Record Section 20
Surveyor?s Record Section 17 |
Corner: NE
Date: DEC. 12, 2003
Located: 1/2" INSIDE DIAMETER IRON PIPE W/ PLASTIC CAP STAMPED "RLS 12967"
Depth: 0.2' DOWN
Placed:
Location:
Tie 1: 5/8" rebar with plastic cap stamped "RLS 23003" N 56.43'
Tie 2: Nail & DNR Disc W side of 24" Boxelder Tree up 1.0' SW 36.54'
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: NE
Date: JAN. 7, 2003
Located: CAPPED IRON STAKE
Depth:
Placed:
Location: OVER STONE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Surveyor?s Record Section 20
Surveyor?s Record Section 17
Surveyor?s Record Section 16
Surveyor?s Record Section 21 |
Corner: W1/4
Date: Oct. 3, 2016
Located: Nothing
Depth:
Placed: 5/8" Iron with seal # 43844.
Location:
Tie 1: N: 208406.646
Tie 2: E: 490071.640
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1861 Field Notes
Surveyor?s Record Section 20
Surveyor?s Record Section 19 |
Corner: CENTER
Date: APRIL 4, 1972
Located: FIELD STONE
Depth: 1.5" BELOW GRADE
Placed: STEEL PIN
Location: ABOVE STONE
Tie 1: N&C PP NW. 55.83'
Tie 2: N&C STUMP SW. 64.42'
Tie 3:
Tie 4:
Remarks: PLACED P.K. NAIL AUG. 21, 1987.
Surveyor?s Record Section 20 |
Corner: E1/4
Date:
Located:
Depth:
Placed: STONE IN ROAD
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: RELOCATED BY TESTIMONY OF JR JOHNSTON
Gov Lot 1 Corner Certificate
1861 Field Notes
Surveyor?s Record Section 20
Surveyor?s Record Section 21 |
Corner: SW
Date: June 2, 2015
Located: Steel Fence Post
Depth: 2" below surface
Placed:
Location: North inslope of TWP road to the West. Centerline of South road.
Tie 1: N = 205768.715
Tie 2: E = 490087.894
Tie 3: Elev. = 1610.231
Tie 4:
Remarks: All ties are gone.
Corner: SW
Date: APRIL 4, 1972
Located: FIELD STONE
Depth: 1.3' BELOW GRADE
Placed: 8" STEEL FE. POST
Location: ABOVE STONE
Tie 1: N&C COR. POST NORTH 34.10'
Tie 2: N&C PP NE. 43.74'
Tie 3:
Tie 4:
Remarks:
Surveyor?s Record Section 20
Surveyor?s Record Section 19
Surveyor?s Record Section 30
Surveyor?s Record Section 29 |
Corner: S1/4
Date: APRIL 4, 1972
Located: FIELD STONE
Depth:
Placed: 3/4" DIAMETER BRIDGE BOLT
Location: ABOVE STONE
Tie 1: TOP STEEL COR. POST S. 35.15'
Tie 2: 2"x2" HUB 50' SOUTH
Tie 3: 2"x2" HUB 100' SOUTH
Tie 4:
Remarks:
1861 Field Notes
Surveyor?s Record Section 20
Surveyor?s Record Section 29 |
Corner: SE
Date: OCT. 3, 1997
Located: P.K. NAIL OVER IRON MONUMENT
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: SE
Date: APRIL 6, 1970
Located: FIELD STONE
Depth: 0.8' BELOW GRADE
Placed: 3/4"x18" LONG REBAR
Location: ABOVE STONE ON SLANT
Tie 1: L.S.D. TOP COR. POST NORTH 49.89'
Tie 2: N&C PP NE. 59.07'
Tie 3: N&C COR. POST SE. 60.40'
Tie 4:
Remarks: PLACED P.K. NAIL NOV. 16, 1992
Surveyor?s Record Section 20
Surveyor?s Record Section 29
Surveyor?s Record Section 21
Surveyor?s Record Section 28 |
