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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> (a) Identify the corner by reference to the T7 N 13 18 <br /> U.S. Public Land Survey System T7 N <br /> West 1/4 Corner, Section 18, T7N, R9E R8E R9 E <br /> Found City of Madison brass cap 13 18 <br /> monument in monument box. <br /> Date of Survey: April 30, 2015 <br /> (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence or any other material evidence <br /> you considered, and weather the monument was found or placed. <br /> I found the brass cap monument in good condition and accepted its location. <br /> I also found three of the four witness monuments established by Carl Sandsnes, <br /> one of which did not measure well in comparison to the distance recorded by <br /> Sandsnes (Sandsnes monument record dated April 6, 2004). I established <br /> witness monuments as shown below. <br /> (c) In the plan view below, provide reference ties to at least 4 witness monuments. (Witness monuments shall be made of <br /> concrete, material stone, iron or other equally durable material.) Describe witness monuments. <br /> (d) Show a plan view drawing <br /> depicting the relevant <br /> monuments and reference ties <br /> which is sufficient in detail to <br /> enable accurate relocation of <br /> the corner monument if the <br /> i <br /> corner monument is disturbed. <br /> Indicate north. C:// <br /> P <br /> N.' <br /> 00 <br /> �41'.'ry(v GQQ <br /> a <br /> BRASS CAP MONUMENT �, , <br /> FOUND IN MONUMENT BOX 2/ 4 / <br /> ALUMINUM CAP WITNESS <br /> ,'Po �� <br /> y <br /> MONUMENT FOUND O-P > 7:/ / / <br /> • 3/4" REBAR FOUND F9 Ad)sAir. <br /> Yrs <br /> • TOP NUT OF FIRE HYDRANT , , S 88'617'048r E <br /> tp 62.08' <br /> (##.##') DISTANCE RECORDED ON SANDSNES <br /> MONUMENT RECORD `spa, r'� <O <br /> _�. 66'. <br /> - Ott% °o <br /> O <br /> 2 <br /> -AO <br /> -7O <br /> (e) Describe any material discrepancy between the location of the corner as restored and the location of that corner previously <br /> restored or reestablished by distance and direction. Show the discrepancy on the plan view drawing under (d), above. Show <br /> the distances between the corner as previously restored or reestablished and (1) the corner as restored or reestablished, <br /> and (2) to at least 2 of the witness monuments shown on the drawing above. <br /> No known discrepancies. <br /> (f,g&h) Was the corner restored through: <br /> 1 Acceptance of an obliterated evidence location, or <br /> (2X Acceptance of a found perpetuated location)or \\`t,,. <br /> (3) Lost corner proportionate methods? If lost corner methods were used, show the ���� 1S�. p',,,,- <br /> method, including the direction and distances to other Public Land Survey corners used ``\��� •.••"" .( V`i� <br /> as evidence or uses for proportioning in determining the comer location. <br /> ,r ROSS A. <br /> MICHAELS _ <br /> (i) I, Ross A. Michaels , certify that the corner location shown on this record M) T OLE <br /> was determined by me or under my direction and control and that this U.S. Public QN <br /> Land Survey Monument Record is correct and complete to the best of my �i �� <br /> knowledge and belief. �� �� <br /> / /2 z�/s-- 06'1 000 <br /> "Inn Mil" <br /> � �o? 3a <br /> Signature Date Affix Land Surveyor Seal <br />