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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> (a) Identify the corner by reference to the <br /> 16 15 <br /> U.S. Public Land Survey System o T5N <br /> Southeast Corner, Section 16, T5N, R7E 21 22 R7E <br /> Town of Primrose, Dane County, Wisconsin <br /> Found Railroad Spike <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 the railroad spike set by Richard D. Talarczyk (tie sheet dated <br /> 10/10/1989). I also found the 1" iron pipe shown on that tie sheet as 38.33 <br /> feet south of the railroad spike. Other witness monuments established by <br /> Talarczyk are disturbed or inaccessible. The location of the railroad spike agrees <br /> with surveys in Section 16 by Thom Grenlie. I accepted the location of the <br /> railroad spike and set four 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 4, PAVEMENT I 6' <br /> which is sufficient in detail to h>' 6:• .�' <br /> enable accurate relocation of �. <br /> the corner monument if the ° yw4 <br /> m "• <br /> comer monument is disturbed. STOP' \. . Abb, <br /> Indicate north. SIGN %6 <br /> SECTIONS �� I3 <br /> CORNER d°i <br /> 0 40' 80' /M. \ to <br /> SCALE: 1"=40' Z .c / M I� \� o Z <br /> W <br /> W CTH "A" ^o/ M A \"' s id <br /> a ( c*/ 'S/4 \rte\ 0 a. <br /> Ce) / ,\'/4; `p \.,,, <br /> Wcc e'Os tit I. <br /> tY‘ <br /> RAILROAD SPIKE FOUND AT SOUTHEAST ., d O cc 10. F <br /> CORNER OF SECTION 16 CHURCH E , (Y I. -; "STREET <br /> SIGN ± Z SIGN <br /> o 3/4" X 18" REBAR SET a U <br /> • 1-1/4" IRON PIPE FOUND PAVEMENT <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 /> The 1-1/4" iron pipe 38.32' south of the railroad spike was set and tied by <br /> Thom Grenlie in 1979. It appears that Grenlie has used the railroad spike set by <br /> Talarczyk instead of the iron pipe in surveys since then. <br /> (f,gdch) Was the corner restored through: <br /> 1 Acceptance of on obliterated evidence location, or `.0 t t t t l I i i i iii` <br /> 2 ceptance of a found perpetuated location,or ���lSC 01% ",, <br /> (3) Lost corner proportionate methods? If lost corner methods were used, show the ��� / <i, <br /> method, including the direction and distances to other Public Land Survey corners used �.� ' •••••••• •' . �� <br /> as evidence or uses for proportioning in determining the corner location. `�J ••. ROSS A. '•. <br /> ▪ MI!CHAELS <br /> S-1696 <br /> 0) 1, Ross A. Michaels , certify that the corner location shown on this record ▪ : MIDDLETON <br /> was determined by me or under my direction and control and that this U.S. Public ���••••. WI <br /> Land Survey Monument Record is correct and complete to the best of my --A� ,��� <br /> knowledge and belief. ,,i .••• '•���\< <br /> "'ill, ,0\ <br /> XZ --" fe-e-----L-,-4' — <br /> i <br /> Signature Date Affix Land Surveyor Seal <br /> 40501 160000 <br />