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(e) Describe any materiel discrepancy betWeen the location of the colVer at restiMai of <br /> reestablished end the location or that corner es previously restored or reestablished <br /> distance and direction. Show the discrepancy on the plan view drawing under (d), <br /> above. Show the dstances between the corner s previously restored or reestabl ithd <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 /> NO KNOWN DISCREPANCY. <br /> (f) was the corner restored through acceptance of* (1) an obliterated evidence location, or, (2) a <br /> found perpetuated location? <br /> A FOUND PERPETUATED LOCATION. <br /> (Oh) Was the corner reestablished through lost corner proportionate to thods? If so, show the <br /> method, Including the directions and distances to other public 'arid survey corners used as <br /> evidence or used for proportioning in determining the corner location? <br /> NO. <br /> .� 4166.. <br /> I Affix Lao,gwireyor Seal.! <br /> ���5CO1V,% 1/ <br /> N <br /> t <br /> (11 1, CH(;Z�TsAt`1 W . 1 <br /> t = <br /> (type or print namei cert t:Iry that corner location s • <br /> 1 , <br /> r � <br /> on this record was determined by me or under my direction and <br /> central and that this U.S. Pubtrb Land Survey NI:moment bars' is <br /> correct and complete to the best of my knowledge and belief, <br /> / - / - . 0/ <br /> Sig T. ore Data <br />