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U.S. PUBLIC LAND SURVEY MONUMENT RECORD
<br /> (a) Identify the corner by reference to the 16 jr 16
<br /> U.S. Public Land Survey System T7N
<br /> Center of Section 16, T7N, R6E, Town R6E
<br /> of Vermont, Dane County, Wisconsin. 16 16
<br /> Date of survey: June 16, 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 a 3/4" rebar at the Center of Section 16, T7N, R6E, presumably set by
<br /> Herman Hovelsrud (map dated December 14, 1973). Bruce Bowden, on a map filed
<br /> as 95-0379 in the Dane County Surveyor's office used this corner and indicated that
<br /> this rebar is within allowable tollerances for the Center of Section 16 by equal
<br /> distance division, which is the method originally recorded in Dane County records",
<br /> (survey by J. D. Coryell, dated May 13, 1861). Other surveys within Section 16 have
<br /> also used this rebar. I accepted the location of the 3/4" rebar as the Center of
<br /> Section 16 and set witness monuments as shown.
<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 0 20' 40'
<br /> depicting the relevant I i i , I
<br /> monuments and reference ties SCALE: 1"=20'
<br /> which is sufficient in detail to THIN WOODS
<br /> enable accurate relocation of
<br /> the corner monument if the ` _ _ THIN WOODS
<br /> corner monument is disturbed. _— —_ FOOT _PgTy�
<br /> Indicate north.
<br /> 2'± 'I'`S�• \ „
<br /> WALNUT 0. ii, /�6��
<br /> s 3/4" REBAR FOUND AT 9:5.t.i 3� �I 1
<br /> CENTER OF SECTION, 6��a54* - t'c a
<br /> EXTENDS 0.5' ±
<br /> ABOVE GROUND S 8.5'± I z r,\' I
<br /> o 3/4" REBAR WITNESS WOODS & } ) I`` "OA it a
<br /> s I r
<br /> MONUMENT SET, BRUSH 14" THIN WOODS \ ' / /THIN WOODS
<br /> DRIVEN FLUSH BURR \i/ //
<br /> -I STEEL FENCE POST
<br /> 0.5' WEST OF CENTER
<br /> OF SECTION
<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: ■' SC0A, ,`t,/
<br /> (1 Acce•tance of an obliterat evidence location, or �•......... fr.
<br /> (2 Accep once of a found perpetuated location, or ��� �'•..'
<br /> (3) Lost corner proportionate methods? If los! corner methods were used, show the �, ROSS A. '•.•
<br /> method, including the direction and distances to other Public Land Survey corners used _ i MICHAELS
<br /> as evidence or uses for proportioning in determining the corner location. _ S_1696
<br /> '; MIDDLETON
<br /> (;) I, Ross A. Michaels certify %�.••'•
<br /> certif that the corner location shown on this record i, ,.• ,,
<br /> was determined by me or under my direction and control and that this U.S. Public �//4 i;�U ,\`.
<br /> Land Survey Monument Record is correct and complete to the best of my �e//ll r t t 111111-
<br /> knowledge and belief.
<br /> A.4.,'77,/,--4.--g df.,.,,,,_ 2 77 2e_,/_S-
<br /> 14070 Co r Caoao
<br /> Signature Date Affix Land Surveyor Seal
<br />
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