Corner: NW
Date: July 30, 2018
Located: Iron Stake
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: Zieske Land Surveying
Corner: NW
Date: SEPT. 27, 1974
Located: STEEL SURVEYORS PIN IN OIL MAT
Depth:
Placed:
Location:
Tie 1: N&C PP NW. 59.90'
Tie 2: N&C TP NE. 65.21'
Tie 3: N&C STOP SIGN POST SE. 43.05'
Tie 4:
Remarks: DUG 10' BELOW PIN WITH BACKHOE, BUT DID NOT FIND GOV. MOUND
Corner: NW
Date: MAY 4 1903
Located: STONE AND STAKE AS A GOV. CORNER
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft is thought to have Located Gov. Corner, No One Signed Surveyor Record Book.
Corner: NW
Date:
Located: STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: Oct. 02, 2020
Located:
Depth:
Placed: MAG Nail
Location: 2' North of the Centerline of CSAH 6 & On centerline of N-S RDS.
Tie 1: N: 137122.026
Tie 2: E: 574869.028, Elev. 1481.026
Tie 3:
Tie 4:
Remarks:
Murray County Coordinates & Geoid 99 used
MAG nail placed after Bituminous overlay project.
Corner: NW
Date: JUNE 22, 1984
Located: CONC. MON.
Depth: 28" BELOW SURFACE
Placed: R/R SPIKE SEPT. 24, 1984
Location: ABOVE MON.
Tie 1: N&C PP NW. 59.60'
Tie 2: CHISELED "X" ON TOP OF TEL. BOX NE. 65.71'
Tie 3:
Tie 4:
Remarks: SHOULD HAVE P.K. NAIL IN NEW MAT 2004
Corner: NW
Date: JULY 23, 1936
Located: CONC. STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: TIES WERE NO GOOD DATED 1974.
Surveyor's Record Section 36
Surveyor's Record Section 26
Surveyor's Record Section 35
Surveyor's Record Section 25 |
Corner: N1/4
Date: MAY 4, 1903
Located: GOV. MOUND AND STAKE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft is thought to have Located Gov. Corner, No One Signed Surveyor Record Book.
Corner: N1/4
Date: SEPT. 27, 1974
Located: LARGE FIELD STONE
Depth: 3.7' BELOW GRADE
Placed: 6" LONG STEEL PIN
Location: ABOVE STONE
Tie 1: N&C COR. POST S. 49.70'
Tie 2: N&C PP NW. 93.54'
Tie 3: N&C BRACE POST SE. 50.85'
Tie 4:
Remarks: PLACED R/R SPIKE SEPT. 24, 1984 AFTER OVERLAY.
Corner: N1/4
Date: Oct. 02,2020
Located:
Depth:
Placed: MAG Nail
Location: 1.5' North of the Centerline of CSAH 6, 3' west of the field break heading north.
Tie 1: N: 137112.735
Tie 2: E: 577521.436, Elev. 1503.585
Tie 3:
Tie 4:
Remarks:
MAG nail placed after Bituminous overlay project.
Murray County Coordinates & Geoid 99 used
1861 Field Notes
Surveyor's Record Section 36
Surveyor's Record Section 25 |
Corner: NE
Date: SEPT. 1974
Located: 2.5" STEEL TUBE
Depth: 1" BELOW GRADE
Placed:
Location:
Tie 1: N&C COR. POST SW. 59.70'
Tie 2: N&C PP NE. 55.85'
Tie 3: N&C PP NW. 56.44'
Tie 4:
Remarks: PLACED R/R SPIKE SEPT. 24, 1984.
Surveyor's Record Section 36
Surveyor's Record Section 25 |
Corner: W1/4
Date: MAR. 28, 1990
Located: CONC. MON.
Depth: 9" BELOW SURFACE
Placed: 7" STEEL PIN
Location: ABOVE MON. 2" DOWN
Tie 1: N&C COR. FE. POST W. 50.74'
Tie 2: N&C PP SW. 97.82'
Tie 3: STEEL PIN TOE INSLOPE SE. 44.54'
Tie 4:
Remarks: P.K. NAIL SEPT. 20, 1995
Corner: W1/4
Date: JULY 23, 1936
Located: CONC. STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FENCE POST WEST 33.6'
Tie 2: TACK IN COR. FENCE POST SW.42.5'
Tie 3:
Tie 4:
Remarks:
Corner: W1/4
Date: MAY 4, 1903
Located:
Depth:
Placed: STONE
Location: IN GRADE
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
Corner: W1/4
Date: 1966
Located: IRON PIN
Depth:
Placed:
Location:
Tie 1: NAIL & CAP POWER POLE SW. 97.7'
Tie 2: NAIL & CAP TEL. POLE EAST 49.2'
Tie 3:
Tie 4:
Remarks:
1861 Field Notes
Surveyor's Record Section 36
Surveyor's Record Section 35 |
Corner: CENTER
No information.
Surveyor's Record Section 36 |
Corner: E1/4
Date: MAY 16, 2012
Located: 1" STEEL PIPE
Depth: DOWN 8"
Placed:
Location: CENTERLINE OF ROAD.
Tie 1: N = 134449.664
Tie 2: E = 580167.226
Tie 3: ELEV. = 1492.252
Tie 4:
Remarks: NO TIES
Corner: E1/4
Date: MAY 4, 1904
Located:
Depth:
Placed: GOV. MOUND AND STAKE
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Surveyor's Record Section 36 |
Corner: SW
Date: 1936
Located: CONC. MON.
Depth:
Placed: IRON PIN
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: SW
Date: Oct. 9, 1975
Located: 3/4" Iron rod
Depth: 0.2' down
Placed:
Location:
Tie 1: Nail & bottle cap in S side of PP up 2.5' NW 62.84'
Tie 2: Nail & bottle cap in NW corner of square wood yield sign post up 4.3' NE 42.86'
Tie 3: Nail & bottle cap in SE side of yield sign post up 2.8' SW 47.69'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: SW
Date: MARCH 28, 1990
Located: TWO STEEL PINS
Depth: 2" DOWN
Placed: STEEL PIN 1/2"x18"
Location: WHERE STEEL PINS WERE
Tie 1: STEEL PIN TOE OF INSLOPE NE. 60.09'
Tie 2: SPIKE IN ROAD WEST, 200' & 300'
Tie 3: N&C PP NW. 62.95'
Tie 4: N&C FEN POST SE. 142.92'
Remarks: DUG 4'x6'x4.5' DEEP FOUND NOTHING UNDER PINS; PAST SURVEY FOUND BRIDGE SPIKE REPLACED WITH STEEL PIN DATE UNKNOWN; CENTERLINE OF ROAD O.6' W. OF PIN; P.K. NAIL SEPT. 20, 1995
Surveyor's Record Section 36
Surveyor's Record Section 35
Surveyor's Record Section 2
Surveyor's Record Section 1 |
Corner: S1/4
Date: May 6, 1976
Located:
Depth:
Placed: 1/2"x18" Iron pipe
Location: 2.4' north of centerline of east-west road
Tie 1: Nail & bottle cap in NE side of gate post NW 29.97'
Tie 2: Nail & bottle cap in NE side of fence post SE 59.04'
Tie 3: Nail & bottle cap in NW side of fence post SW 30.23'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Corner: S1/4
Date: MAY 16, 2012
Located: 1" STEEL PIPE
Depth: DOWN 1"
Placed:
Location: CENTERLINE OF ROAD.
Tie 1: N = 131801.657
Tie 2: E = 577526.547
Tie 3: ELEV. = 1434.005
Tie 4:
Remarks: NO TIES
Surveyor's Record Section 36
Surveyor's Record Section 1 |
Corner: SE
Date: Oct. 8, 1975
Located: Capped Iron Monument
Depth: 0.9' down
Placed: 3/8"x24" iron rod inside iron monument
Location:
Tie 1: Nail & bottle cap in S side of corner fence post up 1.7' NW 44.21'
Tie 2: Nail & bottle cap in NE side of corner fence post up 0.5' SE 34.29'
Tie 3: Nail & bottle cap in N side of twin 42" Cottonwood Tree up 1.2' SW 42.33'
Tie 4:
Remarks: MN DNR LS
Corner Certification
Surveyor's Record Section 36
Surveyor's Record Section 1 |
