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 (I) 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 /> CD <br /> 0 <br /> 0 <br /> C') <br /> 0 <br /> 0 <br /> d- <br /> O <br /> Z <br /> l- <br /> Z <br /> W <br /> & db o <br /> 4. <br /> CI <br /> --_,_ <br /> LAND SURVEYING <br /> DEFOREST,WI Affix Land Surveyor Seal <br /> 608.846-2523 <br /> `�%%1I UIrgn <br /> PAULSON " <br /> S•1699 <br /> DEFOREST <br /> (i) 1, Daniel A Paulson S-1699, Paulson & Associates • <br /> certify that the corner location shown on this record was determined '';41//14° <br /> by me or under my direction and control and that this U.S. Public SURV `� <br /> Land Survey Monument Record is correct and complete to the best ������������` <br /> of my knowledge and belief. <br /> cam `? 30 `t <br /> Signature <br /> Date <br /> P&A File No. 14-034 <br /> 2 OF 2 <br />