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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 />M <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 May 25, 1883, John Douglus established the center of the section at the <br />intersection of quarter lines. Douglus marked a 5" black oak S67 °W, 32.34 ft. <br />and a 5" black oak N28 0W, 60.39 ft. <br />- On February 19, 2014, Noah Prieve shows a computed center at the intersection of <br />quarter lines on Survey 2014 - 00246. <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 />/ 4/3/2018 <br />Richard Marks Date <br />Professional Land Surveyor number 5 -1473 <br />Affix Land Surveyor seal <br />,� �gCOP�g��• <br />RICHARD W. <br />S MARKS <br />5 -1473 <br />�y SAW, CITY, <br />1 WIS. <br />•ice <br />SNr «...`•'t_1 ees <br />l�if�ivdeaee <br />CORNER IDENTIFICATION NUMBER 40808342020 <br />