Corner: NW
Date: JUNE 20, 1905
Located:
Depth:
Placed: STONE 10"x10"x18" AT GOV. CORNER
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Located Stone Monument as Per Surveyor Record Book. Corner was Put in on a Previous Survey.
Corner: NW
Date: JULY 11, 2022
Located: CONCRETE MON.
Depth:
Placed:
Location: SEE CORNER CERT.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Joshua M Stern. LS 46169
Corner Certification
Corner: NW
Date: July 15, 1975
Located: DUG WITH BACKHOE TO FIND STONE AND LOCATED NOTHING.
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 1
Surveyor's Record Section 35
Surveyor's Record Section 2
Surveyor's Record Section 36 |
Corner: N1/4
Date: 1971
Located: FIELDSTONE
Depth:
Placed: 3/4" BRIDGE SPIKE
Location: ABOVE STONE
Tie 1: N&C PP BRACE POST W/NW. 131.63'
Tie 2: N&C COR. FENCE POST NORTH 67.77'
Tie 3:
Tie 4:
Remarks: THIS IS A 1/16 CORNER. At the north end of CSAH 52.
The NW. Cor. of Gov. Lot 1 in the NE. 1/4 of Sec.1 T105N R43W.
Corner: N1/4
Date: 1971
Located: BLUE GRAY FIELDSTONE
Depth:
Placed: 2' STEEL FENCE POST
Location: ABOVE STONE; 14.05' SOUTH OF CENTERLINE OF ROAD
Tie 1: N&C COR. FE. POST N. 66.39'
Tie 2: N&C PP W/SW. 98.38'
Tie 3:
Tie 4:
Remarks: THE CORNER IS ON THE SOUTH SIDE OF ROAD IN FARM ENT; THE CENTERLINE OF ROAD IS 14.05' NORTH OF 1/4 CORNER WITH A 3/4" IRON PIN INPLACE.
Corner: N1/4
Date: JULY 11, 2022
Located: 1" IRON PIPE
Depth:
Placed:
Location: SEE CORNER CERT.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Joshua M Stern. LS 46169
Corner Certification
Corner: N1/4
Date: MAY 27, 1993
Located:
Depth:
Placed: P.K. NAIL P.I. of road NOT 1/4 corner
Location:
Tie 1: N&C COR. FE. POST S. 52.18'
Tie 2: N&C FE. POST SW. 65.90'
Tie 3: STEEL PIN INSLOPE NW. 47.02'
Tie 4: STEEL PIN INSLOPE NE. 24.54'
Remarks: THE 1/4 CORNER IS ON THE SOUTH SIDE OF ROAD IN FARM ENTRANCE; IN CENTERLINE OF ROAD IS A P.I. 3/4" IRON PIN 14.05' N. OF 1/4 COR.; TIES ARE FOR P.I. NOT 1/4 COR.
Corner: N1/4
Date: AUG. 26, 1994
Located: 3/4" IRON PIN & SURVEYORS CAP
Depth: 2" BELOW GRADE
Placed:
Location: SOUTH EDGE OF SHOULDER
Tie 1: CL END RCP NW. 55.3'
Tie 2: CL END RCP N . 46.7'
Tie 3: N&C PP SW. 99.05'
Tie 4:
Remarks:
Surveyor's Record Section 1
Surveyor's Record Section 36 |
Corner: NE
Date: 1978
Located: NOTHING
Depth:
Placed: 3/8" R.L.S. PIN
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NE
Date: JULY 11, 2022
Located: 1" P.K. NAIL
Depth:
Placed:
Location: SEE CORNER CERT.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Joshua M Stern. LS 46169
Corner Certification
Corner: NE
Date: APRIL 15, 1992
Located: R/R SPIKE
Depth: AT SURFACE
Placed:
Location:
Tie 1: STEEL PIN INSLOPE SE. 35.59'
Tie 2: STEEL PIN INSLOPE SW. 28.82'
Tie 3: STEEL PIN INSLOPE NW. 26.22'
Tie 4: STEEL PIN INSLOPE NE. 40.04'
Remarks:
Corner: NE
Date: July 24, 1991
Located: 3/8" iron rod with plastic cap #12967
Depth: 0.1' Down
Placed:
Location: 9.2' south of centerline of east-west road and 2.5' west of centerline of abandoned road north
Tie 1: West end of 15" RCP NW 35.6'
Tie 2: Railroad spike in centerline of east-west road N/NW 9.73'
Tie 3:
Tie 4:
Remarks: MN DNR LS
Corner Certification
Surveyor's Record Section 1
Surveyor's Record Section 36
Surveyor?s Record Section 31
Surveyor's Record Section 6 |
Corner: W1/4
Date: JULY 11, 2022
Located: 3/4" REBAR
Depth:
Placed:
Location: SEE CORNER CERT.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Joshua M Stern. LS 46169
Corner Certification
Corner: W1/4
Date: JUNE 1, 1906
Located:
Depth:
Placed: STONES IN PIT, GOV. COR.
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
1866 Field Notes
Surveyor's Record Section 1
Surveyor's Record Section 2 |
Corner: CENTER
Date: JULY 11, 2022
Located:
Depth:
Placed:
Location: SEE CORNER CERT.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Joshua M Stern. LS 46169
Corner Certification
Corner: CENTER
Date:
Located: FIELD STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 1 |
Corner: E1/4
Date: July 24, 1991
Located: 3/8" iron rod with plastic cap #12967
Depth: Down 0.1'
Placed:
Location: 19' south at right angle to centerline of road
Tie 1: Capped 3/8" iron rod in bituminous N/NW 39.95'
Tie 2: Nail & DNR Disc in S side of light pole SE 161.49'
Tie 3: Capped 3/8" iron rod in grass area S/SE 33.00'
Tie 4: Capped 3/8" iron rod in grass area down 0.1' W/SW 57.71'
Remarks: MN DNR LS
Corner Certification
Corner: E1/4
Date: 1978
Located: NOTHING
Depth:
Placed: 3/8" RLS PIN
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: E1/4
Date: JULY 11, 2022
Located: CAPPED IRON ROD
Depth:
Placed:
Location: SEE CORNER CERT
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Joshua M Stern. LS 46169
Corner Certification
Surveyor's Record Section 1
Surveyor's Record Section 6 |
Corner: SW
Date: JUNE 1, 1906
Located:
Depth:
Placed: FENCE POST IN CORNER AT INTERSECTION, GOV. COR.
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
Corner: SW
Date: JULY 11, 2022
Located: 1.5" IRON PIPE
Depth:
Placed:
Location: SEE CORNER CERT.
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Joshua M Stern. LS 46169
Corner Certification
Surveyor's Record Section 1
Surveyor's Record Section 2
Surveyor's Record Section 11
Surveyor's Record Section 12 |
Corner: S1/4
No information.
1866 Field Notes
Surveyor's Record Section 1
Surveyor's Record Section 12 |
Corner: SE
Date: 1978
Located:
Depth:
Placed: 3/8" RLS PIN
Location: CORNER LIES APPROX. 10' WEST OF CL
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: July 2, 1951
Located: Stone Monument
Depth:
Placed: 30" precast concrete monument with aluminum cap down 1'
Location: 10' west of centerline of road
Tie 1: Nail & disc in PP SW 96.57'
Tie 2: Nail & disc in telephone pole NE 83.87'
Tie 3: Nail & disc in corner fence post E 83.76'
Tie 4:
Remarks: MNDOT LS
Corner Certification
Corner: SE
Date: OCT. 2, 1900
Located: STONE MOUND
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SE
Date: June 12, 1991
Located: 3/8" iron rod with plastic cap #12967
Depth: Down 0.4'
Placed:
Location: 9.7' west of centerline of north-south road
Tie 1: 3/4" iron rod flush next to steel fence post NW 44.39'
Tie 2: 3/4" iron rod flush next to steel fence post E 51.47'
Tie 3: 3/4" iron rod flush next to steel fence post SW 44.21'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Surveyor's Record Section 1
Surveyor's Record Section 12
Surveyor's Record Section 6
Surveyor's Record Section 7 |
