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(e) Describe any material discrepancy between the location of the corner as restored or reestablished and the location of that corner as previously restored or reestablished by distance and direction. Show the discrepancy in the sketch on sheet 1. None. (f)Was the corner restored through acceptance of(1) an obliterated evidence location, or (2)a found perpetuated location? Obliterated evidence location. (g&h)Was the corner reestablished through proportionate methods? If so, show the method, including the directions and distances to other public land survey corners used as evidence or used for proportioning in determining the corner location? No. (i) List all previous Monument Records found, previously filed for the subject corner, including monument types set or found, surveyor, and date of survey. April 5, 1985: Glen L Northrop found and aluminum monument at surface of the bituminous pavement. Monument top was in good condition and was undisturbed. Evidence for acceptance of position is the pervious tie sheet of record by Glen L Northrop dated April 21, 1980 from which all 2" concrete filled pipes set in 1980 as witness ties were recovered and remeasured and found to be the same. May 28, 2014: Kristin J. Belongia found and accepted an aluminum monument at seven inches below pavement surface also found by Glen L Northrop on April 5, 1985 as marking the location of the corner and set witness monuments as shown thereon. Additional evidence for acceptance of the corner position from two 2—inch iron pipes filled with concrete with nail in center which were set in 1980 by Glen L Nothrop as witness ties was recovered and remeasured as shown thereon. (j) l Kristin J. Belongia, RLS Affix Land Surveyor Seal hereby certify that the corner location shown on this record was determined by me or under my N\N•-■10 direction and correct and that this U.S. Public Land Survey Monument Record is correct complete to the best of my knowledge and belief. _ ` S 294 4 3ti��" 3 ELKHORN, WI 10/30/2014 •',/4) S U R\i ∎`` Signature Date (15E-5-12)