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(e) Describe any material discrepancy between the location of the corner as restored or reestablished and <br /> the location of that corner as previously restored or reestablished by distance and direction. Show the <br /> 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 /> Found perpertuated location. <br /> (g&h)Was the corner reestablished through proportionate methods? If so, show the method, including the <br /> directions and distances to other public land survey corners used as evidence or used for proportioning in <br /> determining the corner location? <br /> No. <br /> (i) List all previous Monument Records found, previously filed for the subject corner, including monument <br /> types set or found, surveyor, and date of survey. <br /> W.L Marcy (1902) and David C. Reisop (1995): Marcy located the corner based on occupational <br /> evidence in a 1901 survey of Christiana Township (Vol. 2, Page 45). According to Riesop, a <br /> railroad spike had been set at the corner location by Arden Sandsnes in 1972 and used by Glen <br /> Northrop for C.S.M. No. 1434. Risop had located the railroad spike in 1987 and set a "PK" nail <br /> at the former location of the railroad spike (removed by culvert installation). <br /> James M. Baker (7/5/2012): Found the "PK" nail and two of Riesop's witness monuments. <br /> I found two rebars and moved Riesop's southeast witness monument (bent) for additional <br /> witness monuments. <br /> (j) I, Kristin J. Belongia, RLS Affix Land Surveyor Seal <br /> hereby certify that the corner location shown on <br /> this record was determined by me or under my ��`�S CEO N��'�, <br /> direction and correct and that this U.S. Public , <br /> Land Survey Monument Record is correct - KR ST'N J RELONG.. <br /> complete to the best of my knowledge and belief. = S-2943 <br /> ELKHORN, <br /> WI <br /> • <br /> s 5/28/2014 <br /> Signature Date <br /> (21 E-6-12) <br />