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 /> Obliterated Evidence 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 /> % <br /> ASSOC/42. <br /> Gif ��. - <br /> 14q <0 <br /> T-T_ <br /> LAND SURVEYING Affix Land Surveyor Seal <br /> DEFOREST,WI <br /> 608-846-2523 <br /> ��SG . <br /> is A . <br /> *1 DPULSON NIEL A. <br /> = S-1699 <br /> DEFOREST <br /> (i) I, Daniel A. Paulson S-1699, Paulson & Associates %ti ,, <br /> certify that the corner location shown on this record was determined �iSURV� �`` <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. <br /> ' at40 ..J <br /> Signature Date <br /> P&A File No. 15-126 2 OF 2 <br />