The URL can be used to link to this page

Home My WebLink About2818016z ice. LAND SURVEY MONUMENT RECORD- ADDENDUM- Croix County 2818016 Point Table Point # Northing Eastin 3 j ation 2818016 327782.799 572974.384.65 DATUM: . CROIX COUNTY (1 1 FIELDOR DATE: /17/222 e . F 2 'q± i. .i W. i 3` 3 Describe n record evidence, monument vtestimonial evidence or any other material vi ne considered t r the monument was found or restored acceptance of an obliteratedlocation. AUGUST 17 2022 FRAN B. AND I VISITED THIS CORNER AND FOUND THAT THE SURVEY MARK NAIL OF RECORD WAS GONE. I FOUND ALL OF RUSCH'S TIES IN GOOD CONDITION AND USING SAID TIES, I SET A SURVEY MARK NAIL 1' NORTH OF CENTERLINE AT THE CORNER. I MEASURED ALL TIES AS SHOWN. ® I 1 O. a SOUTH OF SURVEY SIB �® I - _ C.T.._!—_ S00 03 2 �� 34.39 1 NORTH OF FENCE AND 40 19 OF SURVEY SIC X x x X X FENCELINE 1' NORTH OF WOOD FENCE POST AND SURVEY SIG Computer file name:- Disk #1, SE022818 Derived from: Latitude of the mark — DDMMSS North: Elevation (height of the mark): Longitude of the mark — DDMMSS West: (1 METER = 3.2808333 FEET) St. CroTx County Grid WHPGN: Northing: (FEET) Northing: Easting: Easting: State Plane Coordinates: Northing: (FEET) Northing: Easting: Easting: MONUMENT FOUND "SURVEY MARK" NAIL SET (2/20/98) 41 1" IRON PIPE FOUND, PLUGGED AND REMEASURED 0 PLASTICAP IN -1"X30" IRON PIPE WEIGHING 1.68 LBS./FT-, SET --= SIGN FEET METERS (METERS) (METERS) TOWN OF KINNICYJNNIC POWER POLE a x x X X x X vc (d) Describe any record evidence, occupational evidence, testimonial evidence or any other material evidence you considered, and whether the monument was found or placed. As part of a regular maintenance program, the entire township tie file was researched to find record of monuments previously set. All ties are scheduled to be upgraded to A--E7 standards regarding witness iron numbers. In addition, any monuments in danger of being disturbed for any reason or needing immediate attention are upgraded. (e) Describe any material discrepancy between the location of the corner as restored or reestablished and the location of that corner as previously restored or reestablished by distance and direction. Show the discrepancy on the plan view drawing under (d). above. Show the distances between the comer as previously restored or reestablished and (1) the corner as restored or reestablished, and (2) to at least 2 of the witness monuments shown on the drawing in (d). above. To my knowledge there is no discrepancy. The Monument appeared to be the intended corner monument. No additional measurements were made to adjacent PLSS corners for comparison with Government notes. The found position was witnessed. After construction, a Berntsen "SURVEY MARK" nail was set using witness irons previously set from monument. (f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a found perpetuated location? (2) A found perpetuated location. (g&h) Was the comer reestablished through lost comer proportionate methods? If so, show the method, including the directions and distances to other public land survey comers used as evidence or used for proportioning to determining the corner location? No. (i) i, James E. Rusch, St. Croix County Surveyor, (type or print name) certify that the comer location shown on this record was determined by me or under my direction and control and that this U.S. Public Land Survey Monument Record is correct and complete to the best of my knowledge and belief. M Signature Dat U.S. PUBLIC LAND SURVEY MONUMENT RECORD Computer file name: Disk 1 SE022818 Derived from: Latitude of the mark — DDMMSS North: Elevation (height of the mork): FEET Longitude of the mark -- DDMMSS West: (1 METER — 3.2808333 FEET) METERS St. Croix County Grid WHPGN: Northing: (FEET) Northing: (METERS) Easting: Easting: State Plane Coordinates: Northing: (FEET) Northing: (METERS) Easting: 9� Eastin TOWN OF KINNICKINNIC MONUMENT FOUND "SURVEY MARK" NAIL SET (2/20/98) 1" IRON PIPE FOUND, PLUGGED AND REMEASURED 0 PLASTICAP IN 1 "X30" IRON PIPE WEIGHING 1.68 LBS./FT., SET -,Cr- SI GN C.T. F GWMC SCALE 0 10 20 {armor} L: 0 � I C v 1p, T 43 �i N z �� u I I I wwwiwrrr; wwww� rrwr � 1 � I I rww.�..�wwrw+ .rww�.www I I � w ww �wwr r�w��wrr I I I r � i T28N, R18W POWER POLE (d) Describe any record evidence, occupational evidence, testimonial evidence or any other material evidence you considered, and whether the monument was found or placed. As part of a regular maintenance program, the entire township tie file was researched to find record of monuments previously set. All ties are scheduled to be upgraded to A--E7 standards regarding witness iron numbers. In addition, any monuments in danger of being disturbed for any reason or needing immediate attention are upgraded. (9) Describe any material discrepancy between the location of the comer as restored or reestablished and the location of that corner as previously restored or reestablished by distance and direction. Show the discrepancy on the plan view drawing under (d), above, Show the distances between the corner as previously restored or reestablished and (1) the comer as restored or reestablished, and (2) to at least 2 of the witness monuments shown on the drawing In (d). above. To my knowledge there is no discrepancy. The Monument appeared to be the intended corner monument. No additional measurements were made to adjacent PLSS corners for comparison with Government notes. The found position was witnessed. After construction, a Berntsen "SURVEY MARK" nail was set using witness irons previously set from monument. (f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a found perpetuated location? (g) A found perpetuated location. (gkh) Was the corner reestablished through lost corner proportionate methods? If so, show the method, Including the directions and distances to other public land survey comers used as evidence or used for proportioning in determining the comer location? N o. Affix Land Surveyor Seai I t I I I � I t James E. Rusch, St. _Croix CountySurveyor, (type or print name) certify that the comer location shown on this record was determined by me or under my direction and l control and that this U.S. Public Land Survey Monument Record is i.__________.�_...�_w....�__. correct and complete to the best of my knowledge and belief. Signature Dat