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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 /> 0 <br /> o- <br /> z <br /> l— <br /> Z <br /> W <br /> toSOL`4r <br /> gir <br /> LAND SURVEYING Affix Land Surveyor Seal <br /> DEFOREST,WI <br /> 608-846-2523 <br /> 0 011 1►►,,,,��� <br /> * DANIEL & '. ; <br /> PAULSON <br /> S-1699 <br /> DEFOREST <br /> WI <br /> 0) I, Daniel A. Paulson S-1699, Paulson & Associates •'OQ`� <br /> certify that the corner location shown on this record was determined ',� <br /> by me or under my direction and control and that this U.S. Public 1/;�,SU.WIN/ <br /> Land Survey Monument Record is correct and complete to the best <br /> of' my knowledge and belief'. <br /> C ceAt_t:J ,lA s--- <br /> Signature Date <br /> P&A Fite No. 14-203 2 OF 2 <br />