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(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 in the sketch on sheet 1. None (f)Was the corner restored through acceptance of(1) an obliterated evidence location, or(2)a found perpetuated location? A found perpetuated location. (g&h)Was the corner reestablished through proportionate methods? If so, show the method, including the directions and distances to other public land survey corners used as evidence or used for proportioning in determining the corner location? Not Applicable. (i) List all previous Monument Records found, previously filed for the subject corner, including monument types set or found,surveyor, and date of survey. May 9, 1969 -An unnamed tie sheet shows the section corner being set as a PK nail set 3.90' north of the crack in center of USH 51 pavement. December 13, 1974 -George Weir found a PK nail 3.80' north of the centerline of USH 51 and tied the monument to existing features. May 5, 1986 -George Weir found a railroad spike at the Northeast corner of Section 9 and one of the reference ties from the tie sheet completed on December 13, 1974. The location shows the spike to be 3.8' north of the centerline of USH 51. Three additional reference ties were set. July 10, 1989 -George Weir found a railroad spike at the surface of the present pavement of USH 51 as shown on the previous tie sheet. Notes by Phil Hintze show a plug set in the concrete pavement. Weir dug through the existing pavement and gravel and found the cast plug with cross at the surface of the original concrete pavement 0.5' below the present surface. The plug was accepted as representing the corner and an aluminum monument was set at the surface over the plug and reference ties were set. A railroad spike was set 4.00 feet north of the monument at the location of an existing railroad spike prior to the roadway excavation. October 24, 2013 -John Krebs found an aluminum monument in the concrete and states no tie sheet of record. Four new ties were set. The original aluminum monument cap was reset due to road reconstruction and a drill hole in the aluminum cap was set. (j) I, Kevin C. Lord Affix Land Surveyor Seal hereby, certify that the corner location shown on this record was determined by me or under my • direction and correct and that this U.S. Public ••• 5 C O/V • Land Survey Monument Record is correct • •• s/y complete to the best of my knowledge and belief. ' KEVIN C. . LORD S-2645 MADISON, c9' WIS. ' .•ti0 SURVy4 - • Signature Date