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(e) Describe any material discrepancy between the location of the corner as restored or reestablished <br />and the location of that corner as previously restored or reestablished by distance and direction. <br />Show the discrepancy in the sketch on sheet 1. <br />►(•[.7T, <br />(f) Was the corner restored through acceptance of (1) an obliterated evidence location, or (2) a found <br />perpetuated location? <br />(2) a found perpetuated location <br />(g &h) Was the corner reestablished through proportionate methods? If so, show the method, including <br />the directions and distances to other public land survey corners used as evidence or used for <br />proportioning in determining the corner location. <br />I•[.7 <br />(i) List all previous Monument Records found, previously filed for the subject corner, including <br />monument types set or found, surveyor, and date of survey. <br />- On April 14, 1858, J.D. Coryell set a limestone at this corner while working in Section 28. <br />Bluebook Survey Volume 2, Page 273. <br />- On April 15, 1858, J.D. Coryell established two witness trees while working in Section 27. <br />Bluebook Survey Volume 2, Page 275. <br />- On July 22, 1975, Ronald Hayes set an aluminum monument at a prorated location between <br />the south 1/4 corner of Section 21 and the south 1/4 corner of Section 22. <br />Monument Reference Sheet. <br />(j) I, Richard Marks, Professional Land Surveyor number S -1473 hereby certify that the corner location <br />shown on this record was determined by me or under my direction and is correct. This U.S. Public <br />Land Survey Monument Record is complete to the best of my knowledge and belief. <br />/ 4/3/2018 <br />Richard Marks Date <br />Professional Land Surveyor number S -1473 <br />Affix Land Surveyor seal <br />��SCOPI. 141 <br />t RICHARD W. <br />MARKS <br />S-1473 <br />$AUK CITY, <br />4 Wis. a <br />°i <br />• �o � O <br />Sum— <br />CORNER IDENTIFICATION NUMBER 40808210000 <br />