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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. 1975- D.V. Doyle set a Dane County aluminum monument on line between the NE corner of Section 13, Town of Oregon, and the NW corner of Section 6, Town of Rutland, and at a distance of 5165.81 feet from the NW corner of Section 6. (Reference surveyors record book Vol. 5, Pg. 156.) February 9, 1984 -George Weir found the aluminum monument and ties established by Doyle in 1975. Weir accepted the monument location and retied the monument. August 21, 2014 - David Riesop found the aluminum monument agreeing with the position and coordinates shown on Transportation Project Plat No. 5567-00-21-4.02. Riesop notes that previous reference sheets for the corner were not found. (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 ON Land Survey Monument Record is correct complete to the best of my knowledge and belief. • , KEVIN C. LORD - - 't S-2645 • MADISON WIS. • 4 -il) ,•ti� SURV�yO �: 7-,013-/G Signature Date