Laserfiche WebLink
(e) Describe any material discrepancy between the location of the corner as restored or <br /> reestablished and the location of that corner as previously restored or reestablished <br /> by distance and direction. Show the discrepancy on the plan view drawing under (d) <br /> above, Show the distances between the corner as previously restored or reestablished <br /> and (1) the corner as restored or reestablished, and (2) to at least 2 of' the witness <br /> monuments shown on the drawing in (d) above. <br /> NONE KNOWN <br /> (f) Was the corner restored through acceptance of (1) an obliterated evidence location, or (2) a <br /> found perpetuated location? <br /> Found perpetuated location <br /> (g&h) Was the corner reestablished through lost corner proportionate methods? If so, show the <br /> method, including the directions and distances to other public land survey corners used as <br /> evidence or used for proportioning in determining the corner location. <br /> 0 <br /> cu <br /> m <br /> 0 <br /> H- <br /> z <br /> W <br /> 8►m "K:/��� D <br /> � s <br /> Q. <br /> LAND SURVEYING Affix Land Surveyor Seal <br /> DEFOREST,WI <br /> 608.846-2523 `NS‘�<<►���►,,�1 <br /> F.er Gp <br /> DANIEL-A. <br /> PA <br /> S-1699 = <br /> DEFOREST <br /> (• WI <br /> ci) 1, Daniel A. Paulson S-1699, Paulson & Associates '� ti�" ..., <br /> certify that the corner location shown on this record was determined ���iiSURN,,o <br /> by me or under my direction and control and that this U.S. Public <br /> Land Survey Monument Record is correct and complete to the best <br /> of my knowledge and belief. 2 <br /> j_ Do,j Signature Date <br /> P&A File No, 14-203 2 OF 2 <br />