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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 /> January 1972 -A tie sheet by Arden Sandsnes shows a painted location 9.54' north of an existing railroad <br /> spike. <br /> August 23, 1989 - Richard Schaut could not reliably retrace the original location. Schaut accepted a railroad <br /> spike which was called as a section corner on a survey by R. Hayes who indicated the railroad spike was <br /> found. It is noted a tie sheet is on file that calls for a paint mark 9+ feet from the spike but no reference <br /> direction is noted. Four PK nails were found at the 9'+ distance as noted. Three of the 4 had heads broken off <br /> and the distance to the 4th is noted on the tie sheet. <br /> April 15, 1993 (Received) - David Riesop found a PK nail matching the location shown on a tie sheet by <br /> Sandsnes in 1972. This location fits numerous surveys done in Sections 27 and 21. A previous reference <br /> sheet was filed by Schaut accepting a railroad spike 9.54' South. The spike was shown as incorrect in 1972, <br /> and does not fit surveys done since that time. <br /> August 21, 2012 -Thom Grenlie reset the PK nail shown on the Riesop 1993 tie sheet following a major <br /> regrading and repaving of the intersection. The location was set from 2 intact reference ties and tied into CSM <br /> #10536. <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 /> • <br /> direction and correct and that this U.S. Public •`�9 C O NSA ••, <br /> Land Survey Monument Record is correct ��• _•,....... .•• � <br /> complete to the best of my knowledge and belief. <br /> KEVIN C. •• <br /> • LORD <br /> * S-2645 *• • <br /> • MADISON, <br /> • WIS. <br /> • / O • <br /> iteD ... <br /> •iL11 sua� <br /> 6-3-/6 <br /> Signature Date <br />