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DANE COUNTY PUBLIC LAND SURVEY MONUMENT RECORD <br /> (e) Describe any material discrepancy between the location of the corner as <br /> restored or reestablished and the location of' that corner as previously <br /> restored or reestablished by distance and direction. Show the discrepancy in <br /> the sketch on sheet 1. <br /> CARL SANDSNES CALCULATED THE POSITION OF THE EAST %4 USING THE EAST Y4 OF <br /> SECTION 1 AND THE SOUTHEAST CORNER OF SECTION 12. WE CALCULATED THE POSITION <br /> OF THE EAST Y4 BY USING THE CALCULATED TRUE CORNER OF THE NORTHEAST CORNER <br /> OF SECTION 12 AND THE SE CORNER OF SECTION 12. <br /> (f) Was the corner restored through acceptance of (1) an obliterated evidence <br /> location, or (2) a found perpetuated location? <br /> 2.) PERPETUATED <br /> (g&h) Was the corner reestablished through proportionate methods? If so, <br /> show the method, including the directions and distances to other public land <br /> survey corners used as evidence or used for proportioning in determining the <br /> corner location? <br /> NO, THE EAST Y4 CORNER WAS SOLVED BY CALCULATING THE MID DISTANCE BETWEEN <br /> THE TRUE CORNER OF THE NE CORNER OF SECTION 12 AND THE SE CORNER OF SECTION <br /> 12. <br /> (I) List all previous Monument Records found, previously filed for the subject <br /> corner, including monument types set or found, surveyor, and date of survey. <br /> - FOUND 34" REBAR MEANDER CORNER PER CARL SANDSNES TIE SHEET FROM 1994 <br /> (,j) I, /r rj 444-1 r- , hereby certify that <br /> the corner location shown on this record was <br /> determined by me or under my direction and control <br /> and that this U.S. Public Land Survey Monument r r �ttnmrg al <br /> Record is correct and complete to the best of my ���� ii <br /> knowledge and belief. ,`�� Si <br /> 4 <br /> oire-N" PMS <br /> nature Date NNHIINIIqo <br /> 40708122000 <br /> CORNER IDENTIFICATION NUMBER: <br />