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(e) Describe any rial discrepancy between the location of the corner 9stored or <br /> reestablishe. the location of that corner as previously restored eestablished <br /> • by distance aria 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 <br /> ( f) Was the corner restored : rrough acceptance of (1 ) an obliterated evidence location, or, (2) a <br /> found perpetuated location? <br /> (2) a found perpetuated location <br /> • <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 and survey corners used as <br /> evidence or used for proportioning in determining the corner location? <br /> N/A <br /> • <br /> Frpq <br /> r. <br /> DEC 201989 <br /> *E. truitiPZ <br /> Mal?fsi~a• r` REC0 , - <br /> Affix Ianrd curveyor Seal <br /> M CHA!L <br /> . 2 t KUKAVWICA <br /> S-1243p <br /> r MADISON. •; <br /> WISCONSIN <br /> � <br /> • <br /> •y ty Lift <br /> ( � ) I . ,9//y�9/.� ,���,1uJ /c Aft °°.Z ••• ........•••'tV44( t ype or print name) certify that the corner location shown Si �' J t h i s record was determined by me o r under my direct ion and ,,dIf� <br /> • control and that this U.S. Public Land Survey Monument Record is <br /> correct and complete to the best of my knowledge and belief. <br /> e <br /> Sign -- <br /> atu -- Date -8 — <br />