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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 />ara <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 14, 1862, J.D. Coryell set a stone at this corner while working in Section 4. <br />Bluebook Survey Volume 4, Page 296. <br />- On May 24, 1869, L.P. Drake was at this corner while working in Section 4. <br />Bluebook Survey Volume 4, Page 297. <br />- On October 28, 1897, W.L. Marcy located both U.S.B.T.S. while working in Section 5. <br />Marcy's position agrees with old fences. Bluebook Survey Volume 4, Page 298. Marcy <br />was also at this corner while working in Sections 8 and 9. <br />- On December 20, 1978, Alden Kaukl set an aluminum monument at a prorated location <br />on a westerly projection of a fence line from the east. Monument Reference Sheet. <br />- On January 8, 1986, Ronald Williamson found the aluminum monument and witness ties <br />set by Kaukl. Condition Report. <br />- On July 13, 2006, Wayne Barsness found the aluminum monument set by Kaukl and <br />established new witness ties. Monument Reference Sheet. <br />- On August 29, 2008, Michael Zieher found the aluminum monument and witness ties set <br />by Barsness. Condition Report. <br />- On August 3, 2017, Gary Hubbs found the aluminum monument and witness ties set <br />by Barsness. Condition Report. <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 />(/mot, Z-- 4/3/2018 <br />Richard Marks Date <br />Professional Land Surveyor number S -1473 <br />Affix Land Surveyor seal <br />pe—.'SCOAlg7��. <br />RICHARD W. <br />° MARKS <br />S -1473 <br />0 <br />SAUK CITY, <br />Wis. e <br />:�q��ape000sa°o ��,ee0 ®e <br />CORNER IDENTIFICATION NUMBER 40808050000 <br />