Laserfiche WebLink
(e) Describe any material discrepancy between the location of the corner as restored or reestablished <br /> and the location of that corner as previously restored or reestablished by distance and direction. <br /> Show the discrepancy in the sketch on sheet 1. <br /> None <br /> (f) Was the corner restored through acceptance of(1) an obliterated evidence location, or (2) a found <br /> perpetuated location? <br /> (2) a found perpetuated location <br /> (g&h) Was the corner reestablished through proportionate methods? If so, show the method, including <br /> the directions and distances to other public land survey corners used as evidence or used for <br /> proportioning in determining the corner location. <br /> No <br /> (i) List all previous Monument Records found, previously filed for the subject corner, including <br /> monument types set or found, surveyor, and date of survey. <br /> - In 1855, William Hough established the center of Section 26 at equal distance between the east and <br /> west 1/4 corners. -Bluebook Survey Volume 1, Page 215. <br /> - Multiple surveys have been tied to the east- west quarter line of Section 26. <br /> ICI <br /> (j) I, Richard Marks, Professional Land Surveyor number S-1473 hereby certify that the corner location <br /> shown on this record was determined by me or under my direction and is correct. This U.S. Public <br /> Land Survey Monument Record is complete to the best of my knowledge and belief. <br /> 6/29/2016 <br /> Richard Marks Date <br /> Professional Land Surveyor number 5-1473 <br /> Affix Land Surveyor seal <br /> ��SCO�es.,�'•oBa� <br /> RICHARD W. '\, 14% <br /> * : MARKS ' <br /> • <br /> S-1473 ! 3 <br /> It SAUK CITY, <br /> • WIS. <br /> ( • <br /> 4..bueitsHsro <br /> CORNER IDENTIFICATION NUMBER 40611262020 <br />