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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 /> 0 <br /> 0 <br /> 0 <br /> N <br /> N <br /> m <br /> 0 <br /> O <br /> Z <br /> F- <br /> Z <br /> W <br /> & AS Z4TFs o0 <br /> ,/\ <br /> Oren.y <br /> LAND SURVEYING Affix Land Surveyor Seal <br /> DEFOREST,WI <br /> 608-846-2523 <br /> \\0,011lit0,, <br /> . DANIEL A. •• <br /> PAULSON <br /> S-1699 <br /> DEFOREST . <br /> WI • <br /> (i) I, Daniel A. Paulson S-1699, Paulson & Associates '/9ij, •' ..... • y0 `\ <br /> by me that my direction and control ontrol this <br /> and record thiswas U.St Public d i,��riSURV�\\�\ <br /> Land Survey Monument Record is correct and complete to the best <br /> of my knowledge and belief. <br /> AcC- 2 1 Z,a, <br /> Signature Date <br /> P&A File No. 95-063 2 OF 2 <br />