Corner: NW
Date: JUNE 28, 1911
Located: GOV. COR. MOUND OF STONE AND STAKE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Located Stone Monument as Per Surveyor Record Book.
Corner: NW
Date:
Located: FIELD STONE
Depth:
Placed:
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks:
Corner: NW
Date: April 26, 2013
Located: Railroad Spike
Depth: 2" Down
Placed:
Location: Centerline of Road
Tie 1: Northing = 121617.255
Tie 2: Easting = 421584.431
Tie 3: Elev. = 1654.737
Tie 4:
Remarks:
Surveyor's Record Section 18
Surveyor's Record Section 7 |
Corner: N1/4
Date: 1940
Located: CONC. STONE
Depth:
Placed:
Location:
Tie 1: TACK IN COR. FE. POST NE. 48.4'
Tie 2: TACK IN COR. FE. POST SE. 45.7'
Tie 3:
Tie 4:
Remarks:
Corner: N1/4
Date: JUNE 28, 1911
Located:
Depth:
Placed: NOTHING RECORDED AS TO WHAT WAS PLACED.
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 18
Surveyor's Record Section 7 |
Corner: NE
Date: JUNE 28, 1911
Located:
Depth:
Placed: 2 CHARRED STAKES & M. & 4 PITS
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
Corner: NE
Date: Oct. 21, 2008
Located:
Depth:
Placed: 1" pipe with seal #43844
Location:
Tie 1: Nail & seal in top of end post W/SW 35.60'
Tie 2:
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Corner: NE
Date: August 26, 2013
Located: Buetel Land Surveyor Pin # 43844
Depth: 2" Down
Placed:
Location: 39' South of Centerline of Road, In Field Entrance.
Tie 1: Northing = 121725.273
Tie 2: Easting = 426870.311
Tie 3: Elev. = 1607.302
Tie 4:
Remarks:
Surveyor's Record Section 18
Surveyor's Record Section 7
Surveyor's Record Section 8
Surveyor's Record Section 17 |
Corner: W1/4
Date: JUNE 28, 1911
Located:
Depth:
Placed: STONE AND MOUND
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
Surveyor's Record Section 18 |
Corner: CENTER
No information.
Surveyor's Record Section 18 |
Corner: E1/4
Date: JUNE 28, 1911
Located:
Depth:
Placed: NOTHING RECORDED AS TO WHAT WAS PLACED.
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
Corner: E1/4
Date: Oct. 27, 2008
Located:
Depth:
Placed: 1" pipe with seal #43844
Location:
Tie 1: Fence post W 11.63'
Tie 2: Fence post E 1.4'
Tie 3:
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
1866 Field Notes
Surveyor's Record Section 18
Surveyor's Record Section 17 |
Corner: SW
Date: JUNE 28, 1911
Located:
Depth:
Placed: STONE
Location: 33' EAST
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
Surveyor's Record Section 18
Surveyor's Record Section 19 |
Corner: S1/4
Date: JUNE 28, 1911
Located:
Depth:
Placed: STONE AND 3 OLD SHANK BONES OF A HORSE.
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 18
Surveyor's Record Section 19 |
Corner: SE
Date: JUNE 28, 1911
Located:
Depth:
Placed: STONE AND MOUND & 4 PITS
Location:
Tie 1:
Tie 2:
Tie 3:
Tie 4:
Remarks: J. W. Woolstencroft Established Corner as Per Surveyor Record Book.
Corner: SE
Date: Aug. 10, 2006
Located:
Depth:
Placed: 1/2" pipe with cap #42604
Location: 11' south of centerline of road to the east and 2' east of centerline of road to the south
Tie 1: PK nail in post SW 25.89'
Tie 2: PK nail in post N/NW 19.82'
Tie 3: PK nail in post SE 33.93'
Tie 4:
Remarks: Westwood Professional Services
Corner Certification
Corner: SE
Date: Oct. 21, 2008
Located: 10" Red stone
Depth:
Placed: 1" pipe with seal #43844 over stone
Location:
Tie 1: PK nail in wooden post N 16.55'
Tie 2: PK nail in wooden post SW 16.64'
Tie 3: Pipe with seal #42604 E 9.96'
Tie 4:
Remarks: Bueltel-Moseng Land Surveying
Corner Certification
Surveyor's Record Section 18
Surveyor's Record Section 19
Surveyor's Record Section 17
Surveyor's Record Section 20 |
