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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. Show <br /> 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 /> 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 /> Not Applicable. <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 /> 1967-George Weir shows a PK Nail in STH 138. <br /> July 23, 1984 -George Radl shows a Railroad Spike at the corner and associated reference ties. <br /> May 7, 2015- Mark Pynnonen found the four reference ties for the East 1/4 corner of Section 18 per the tie <br /> sheet by Radl. Pynnonen set a Mag Nail at the corner from the computed position from the ties. <br /> (j) I, Kevin C. Lord Affix Land Surveyor Seal <br /> hereby, certify that the corner location shown on <br /> this record was determined by me or under my <br /> direction and correct and that this U.S. Public `• C O,/�/ • • <br /> Land Survey Monument Record is correct <br /> *44k9.....•• .S1 •,• <br /> complete to the best of my knowledge and belief. •. -v • <br /> • KEVIN C. <br /> LORD <br /> s_;e.5 * . <br /> �.'HDISON, <br /> 4, 4 WIS. <br /> .,•p SURV*•�• • <br /> 7-/5./c <br /> Signature Date <br />