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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> (a) Identify the corner by reference to the 16 16 T5 N <br /> U.S. Public Land Survey System O <br /> South 1/4 Corner, Section 16, T5N, R7E, 21 21 R 7 E <br /> Town of Primrose, Dane County, Wisconsin <br /> Set 3/4" x 18" rebar <br /> Date of Survey: Nov. 5, 2014 <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 a badly disturbed 3/4" rebar 0.47' westerly of this corner. That rebar <br /> was set by Richard D. Talarczyk (tie sheet dated 10/10/1989). All of Talarczyk's <br /> witness monuments have been obliterated. I reestablished the corner position <br /> using iron stakes from surveys by Thom Grenlie (filed as 93-1213, 95-0606 & <br /> 97-00354 by the Dane County Surveyor). Grenlie used the Talarczyk rebar for his <br /> surveys. I set a 3/4" x 18" rebar at this corner and established witness <br /> 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 Z x <br /> monuments and reference ties t <br /> which is sufficient in detail to <br /> enable accurate relocation of I <br /> the corner monument if the Z I <br /> corner monument is disturbed. °o,I- <br /> Indicate north. <br /> WIN_ <br /> 0 30' 60' <br /> JI <br /> I I 1 I I *I » E --o <br /> SCALE: 1"=30' N 733 I 10�-%2 <br /> * 1?4f� W4- SO -fl <br /> O N <br /> N ■ <br /> ■ <br /> z \�S z <br /> C T H "A" 99∎36). <br /> @ 3/4" X 18" REBAR SET AT SECTION CORNER \' 0 <br /> o 3/4" X 18" REBAR WITNESS MONUMENT SET b <br /> • 1-1/4" IRON PIPE FOUND <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 co_ rner restored through: ,,,y1w$Hti�r�� <br /> (1 Acceptance of an obliterated evidence locatior)or A.QC ON 11 <br /> 2 Acceptance of a found perpetuated location, or %��1..................' i�� <br /> (3) Lost corner proportionate methods? If lost corner methods were used, show the �44 '• ��• <br /> method, including the direction and distances to other Public Land Survey corners used :I:* I ROSS A. <br /> as evidence or uses for proportioning in determining the corer •location. MICHAELS = <br /> • <br /> S-1696• <br /> MIDDL.ETON <br /> 0) I, Ross A. Michaels , certify that the corner location shown on this record �' <br /> was determined by me or under my direction and control and that this U.S. Public i� �.°::.. <br /> Land Survey Monument Record is correct and complete to the best of my it �,, I'','I t'P 'Ak% <br /> knowledge and belief. <40/111111"00�l�0_ i,,,,,,_,,.-Z ,a,,, , ,-- z_ -.T.,/$Signature Date / Affix Land Surveyor Seal <br /> 40501 I1...00.ap <br />