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(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 /> -On January 28,2000, Nicholas Jennings set a 5/8" solid round iron rod with a Dane County <br /> Aluminum Cap on a straight line between the southeast and southwest corners of Section <br /> 36,T9N, R7E and in line with a fence line north. Monument Reference Sheet. <br /> (j) I, Richard Marks, Professional Land Surveyor number 5-1473 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 /> r �. <br /> _.- .,. s.--- 1 , (------ /040-fx.i-- <br /> Richard Marks Date <br /> Professional Land Surveyor number S-1473 <br /> Affix Land Surveyor seal <br /> •uu..rygy <br /> 7.4.." <br /> I 't <br /> RIC''-LARD W. <br /> i MARKS <br /> s Gti� <br /> 1 i S-14:,3 • <br /> SAUK CITY, : • <br /> '. •WIS. s <br /> �� .. ., 7.. _ <br /> +4fr .•••..•.•'•�. .1 <br /> R <br /> .fl rare Nrrr`t <br /> CORNER IDENTIFICATION NUMBER 40807014020 <br />