TIE 40512032020 (4) - Laserfiche WebLink

Home Browse Search

(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? Found perpertuated 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. John R. Kams (6/15/1977): George A. Weir made record of setting an iron stake at the corner location for C.S.M. No. 2119 (7/28/1976). Karns found a 2—inch dia. iron pipe and reference witness monuments from C.S.M. No. 2119 in 1977. The 2 1/4—inch iron pipe was used for the following Certified Survey maps: C.S.M. 2457 (George A. Weir 6 15/1977), C.S.M. 3471 (Glen L Northrop 11/21/1979), C.S.M. No. 8814 (David C. Reisop 2/3/1998) and C.S.M. No. 9603 (David C. Reisop 2/10/2000). James M. Baker (7/5/2012): Found the 2 1/4—inch dia. iron pipe and monumentS from C.S.M. No. 2119 and C.S.M. No. 9603 for additional witness monuments. 0) I, 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 ,‘ 5 c O NS�� direction and correct and that this U.S. Public Land Survey Monument Record is correct - :`KRIS7N J BELONGIA complete to the best of my knowledge and belief. = S-2943 ELKHORN!, 1/VI• (AetS 5/28/2014 Signature Date (3C-6-12)