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(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 /> CD <br /> CD <br /> CD <br /> (U <br /> CD <br /> CO <br /> CD <br /> 0\ <br /> 0 <br /> d <br /> z <br /> H- <br /> z <br /> w <br /> g, ASSOcm <br /> a <br /> LAND SURVEYING Affix Land Surveyor Seal <br /> DEFOREST,WI <br /> 608-846-2523 \ i i i i i► �� <br /> CO4A, <br /> *; DANIEL A. <br /> PAULSON <br /> S-1699 <br /> DEFOREST . <br /> WI <br /> (i) i, Daniel A. Paulson S-1699, Paulson & Associates 9ti � <br /> certify that the corner location shown on this record was determined '"/, SURV "\\\ <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 /> Cc." It A • \ 6-44-(2-4L/ 1 ) - /5 - S <br /> Signature Date <br /> P&A File No 15-126 2 OF 2 <br />