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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 October 13, 2007, Richard Marks shows a computed location at the intersection of quarter lines <br />on Plat of Survey Number 2007 - 01200. <br />- On October 25, 2010, Paul Spetz shows a computed location at the intersection of quarter lines <br />on Plat of Survey Number 2010 - 00819. <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 />0F'%gC0NS /" <br />j RICHARD W. <br />MARKS <br />8'1473 <br />SANK CITY, <br />0 <br />Wis. <br />CORNER IDENTIFICATION NUMBER 40808032020 <br />