TIE 40712042000 (2) - Laserfiche WebLink

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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? (2)a found perpetuated 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? Not Applicable. (i)List all previous Monument Records found,previously filed for the subject corner,including monument types set or found, surveyor,and date of survey. 1833-Original Government Survey set wood post and referenced bearing trees 1895-Marcy used this corner per(V.6, P. 366) November 9, 1966 -George A. Weir set a 2" pipe at 1/4 corner by old records and field evidence per tie sheet July 26, 1995- I did not find Weir's pipe due to ditching. I set a 3/4" rebar at location using distances measured by Marcy to the Southwest and E 1/4 corners of Section 3 CSM#7916 March 6, 1996- I found the 3/4" rebar and set a 5/8" rod with an Aluminum cap in its place and make ties as shown on 1996 tie sheet February 4, 1998-Michelle L. Burse finds and accepted the location of the Aluminum Monument and sets additional ties (j)I,David C. Riesop,Professional Land Surveyor number S-1551 hereby certify that the corner location shown on this record was determined by me or under my direction and is correct. This U.S. Public Land Survey Monument Record is complete to the best of my knowledge and belief. 04/05/2018 David Riesop Date Professional Land Surveyor Number S-1551 Affix Land Surveyor Seal * DAVID C. -k RIESOP S-1551 DEERFIELD WISCONSIN SURVe o-C A- CORNER IDENTIFICATION NUMBER 40712042000