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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 /> 0 <br /> 0 <br /> cn <br /> 0 <br /> O <br /> Z <br /> H <br /> Z <br /> W <br /> cif „cen& ASSOC/4 o <br /> ASSOC/A" <br /> LAND SURVEYING Affix Land Surveyor Seal <br /> DEFOREST,WI <br /> 608-846-2523 <br /> SC sO NS ''%, <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 //pSURV,0\`\ <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 /> r <br /> Signature Date <br /> P&A File No. 95-063 2 OF 2 <br />