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(e) Describe any material discrepancy between the location of the corner as restored or reestablished and <br /> the location of that corner as previously restored or reestablished by distance and direction. Show the <br /> discrepancy in the sketch on sheet 1. <br /> N/A <br /> (f) Was the corner restored through acceptance of(1)an obliterated evidence location, or(2) a found <br /> perpetuated location? <br /> FOUND PERPETUATED LOCATION. FOUND 1-1/4" IRON REBAR AND 1 WITNESS MONUMENT. SET 3 <br /> WITNESS MONUMENTS. <br /> (g&h)Was the corner reestablished through proportionate methods? If so, show the method, including the <br /> directions and distances to other public land survey corners used as evidence or used for proportioning in <br /> determining the corner location? <br /> NO <br /> (i) List all previous Monument Records found, previously filed for the subject corner, including monument <br /> types set or found,surveyor, and date of survey. <br /> JULY 7, 1989 - THOM GRENLIE SET RAILROAD SPIKE AND FILED TIE SHEET. <br /> JULY 24, 1990 - RICHARD TALARCZYK FOUND 1.25" IRON REBAR AND FILED TIE SHEET. <br /> RYAN M. COMBS Affix Land Surveyor Seal <br /> hereby certify that the corner location shown on <br /> ,�tllllllll//� <br /> directionrand correct and that this U.S. Public ��� CO A/811,,• <br /> Land Survey Monument Record is correct � •�6\'�: <br /> � "ti.t • RYAN M. <br /> complete to the best of my knowledge and belief. .�2 COMBS ; cc t <br /> "3 S-2677 i O w <br /> O. JANESVILLE :4 • <br /> .0�'% ./..0 WI <br /> �--, <br /> ):4 JS. <br /> ............• J <br /> Pd-- �/ 04/05/2016 0..1, i LW' 0% <br /> Signature Date <br /> #40508050000 <br />