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• <br /> CO 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 /> 0 <br /> 0 <br /> CD <br /> CU <br /> 0 <br /> 0 <br /> Q1 <br /> CD <br /> Z <br /> Z <br /> W <br /> 6, ASSOcio <br /> .T-._ <br /> LAND SURVEYING Affix Land Surveyor Seal <br /> DEFOREST,WI <br /> 608.846-2523 <br /> ` 0111 l l,,�,, <br /> ` <br /> ' DANIEL A. <br /> PAU <br /> S-1699 LSON <br /> - • DEFOREST . <br /> WI <br /> a) I, Daniel A. Paulson S-1699, Paulson & Associates •••••• O <br /> y <br /> certif 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 i/ifs,'1Fy <br /> Land Survey Monument Record is correct and complete to the best <br /> of my knowledge and belief. <br /> Signature Date <br /> P&A File No. 15-205 2 OF 2 <br />