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(e)Describe any material discrepancy between the location of the corner as restored or reestablished and the location of that <br /> corner as previously restored or reestablished by distance and direction. 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 perpetuated location? <br /> (2)a found perpetuated location <br /> (g&h) Was the corner reestablished through proportionate methods? If so, show the method, including the directions and <br /> distances to other public land survey corners used as evidence or used for proportioning in determining the corner location? <br /> Not Applicable. <br /> (i)List all previous Monument Records found,previously filed for the subject corner, including monument types set or found, <br /> surveyor,and date of survey. <br /> July 9, 1971 -Al Conrad set 3/4" reinforced rod at the intersection of the East-West fence line and the North-South <br /> fence line extended. <br /> August 9, 1990 -Richard L. Schaut found the 3/4" rebar and made additional ties. <br /> July 7, -2017- I found the 3/4" reinforced rod accepted its location and updated the reference ties. <br /> (j) I, David C. Riesop, Professional Land Surveyor number S-1551 hereby certify that the corner location shown on this record <br /> was determined by me or under my direction and is correct. This U.S. Public Land Survey Monument Record is complete to the <br /> best o y knowled d belief. <br /> ~ 10/16/2017 <br /> David Riesop Date <br /> Professional Land Surveyor Number S-1551 <br /> Affix Land Surveyor Seal <br /> 44‘SCON ,1, <br /> S <br /> Vr DAVID C. ' <br /> 3 RIESOP g <br /> S-1551 <br /> DEERFIELD <br /> WISCONSIN <br /> ,9 OQ- <br /> CORNER IDENTIFICATION NUMBER • 40812240020 <br />