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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 />None <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 />No <br />(i) List all previous Monument Records found, previouslyfiled for the subject corner, including <br />monument types set or found, surveyor, and date of survey. <br />- On October 25, 1870, L.P. Drake set a stake at equal distance between the southeast and <br />southwest corners of Section 20. <br />- On June 16, 2006, Michael Ziehr set a 11/4" solid round iron rod at a meander corner <br />for this corner. Ziehr computed the south 1/4 corner of Section 20 at equal <br />distance between the southeast and southwest corners of Seciton 20. <br />(j) I, Richard Marks, Professional Land Surveyor number 5 -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 />_ -� 3/2/2015 <br />Richard Marks Date <br />Professional Land Surveyor number 5 -1473 <br />Affix Land Surveyor seal <br />d <br />CORNER IDENTIFICATION NUMBER 40710200020 <br />• <br />/RICHARD W. <br />1 <br />t MARKS,_ <br />5 -1473 <br />f <br />SA UK CITY, <br />ft <br />CORNER IDENTIFICATION NUMBER 40710200020 <br />