HomeMy WebLinkAbout2915248u.S. Pulblic Land Survey Monument Record
t Dunn o i y, Wisconsi1
n
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Instructions: This record shall show the location of the comer and shall include
win nine elements (a through i). all of the followiJUN 3 0 2021 -214�-
(a) Identify the corner by reference to the United States public land survey system,
Corner Common to Sections 19, 24, 25,, and 30, Township 9 North, Dunn County Sur�ieyor
M e nom (x, i
I S,
Ranges 14 and 15 West
Type of Monument: Set a 3" long surge mark nail: with a 1" diameter head. -25-
Location indicated on sketch - ;')d,�'
(e) Describe any material discrepancy between the location of the comer as restored or reestablished and the location of that comer as previously restored
or reestablished by distance and direction. Show the discrepancy on the plan view drawing tinder (d). Show the distances between the comer as previously
restored or reestablished and (1) the comer as restored or reestablished, and (2) to at least two of the witness monuments shown on the drawing in (d).
No discrepancy
(f) Was the comer restored through acceptance of (1) an obliterated evidence location, or, (2) a found perpetuated location?
(2) a found perpetuated location
(g,-h) Was the corner reestablished through lost comer proportionate methods? If so, show the method including the directions and distances to other public
land survey comers used as evidence or used for proportioning in determining the, comer location.
No
(c-d) In the plan view drawing below, provide reference ties to at least four witness monuments. (Witness monuments shall be made of concrete, natural
stone, iron, or other equally durable material.) Describe witness monuments. Show a plan view drawing depicting the relevant monuments and reference
ties which is sufficient in detail to enable accurate relocation of the corner monument if the comer monument is disturbed. Indicate north.
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A survey marker sign and a fence corner
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post are 1 foot northerly of the, tie,
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-W E Fence (typical)
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C: -t6
Note: The monument is in the road
0
0
centerline and on the projection of fences
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northerly and southerly of the road.
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0
0
.r r 80th Avenue
14, goo 81 Oth Avenue
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in 01
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St. Croix County
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Dunn County
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V V V V V V V V V V V V V V V V V V V V V V UJ Y Y Y V Y Y Y V Y Y Y Y Y
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2' northerly of
a wWood post
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Ile LL
0 20
0 - Set a 3/4" x 18 rebar with a plastic cap. 10
0 - Found'a 3/4" rebar.
Field book 39, page 60 Scale: 1 =20' Sheet I of 2
(b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence, or any other material evidence you considered, and
whether the monument was found or placed.
November 1848 (General Land Office field notes, James E. Freeman) Sugar 30" corner
-Lind 24" N30*VV, 15 links
-Elm 12" S741/zOVV, 17 links,
October 14, 1992 (Tie sheet 22911 5240000, Donald M. Clark) 7/8" rebar with an aluminum cap!
x 24 rebar north,, 30.40 feet
-60 penny nail in a 20" maple N300E, 106.49 feet
to x 24 11 rebar S40"E, 54.18 feet
x 24 rebar south, 315.99 feet
October 15, 1992 (Section 30 data sheet, Donald M. Clark) Set a, 7/8" rebar with an aluminum cap,.
September 15, 19918 (1998 field book, page 18,0), Found a Dluinn County aluminum monument and measured its, position using the Global
Positioning System.
July 24, 2000 (L-83, James Mi. VVeber) Found a county m,oniument.
November 2, 2005 (20,05 field book, pages 113 and 114) Founda 7/8,11 rebar and set a new cap over it. The monument's position was measured by
traverse.
March 11, 2008 (St Croix County map 200,8A, Joel A. Brandt) The map does not show the comer, buit its position would have been needed to
perform the survey.
May 25, 2010 (Certified Survey Map 3808, Ronald D. Jasperson) Found a Dunn County aluminum monument.
FXPLANATION
(i) 1, Greg& D. Batzer, under the authority of the Di County Surveyor's Office, certify that the corner
location shown on this record was determined by me or under my direction and control and that this United
States Public Land Survey Monument Record is correct and complete to the best of my knowledge and
belief.
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GREGG Do -0 1ii
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BATZER
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MENOMONIE
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U.S. F _ JL1C 'LAND SURVEY MONUMLcJ RECORD
Instructions: This record sholl show the location of the comer and shall
include all of tie following nine elements (a through i)
(a) Identify the corner by reference to the U.S. public land survey
system Q: Q:
County,:
Town SP ,.IN(; E L D .
Highway B,Qth. AVE.
Section No. 24
T 99 N. R ,,, _Y
Type of monument Z/8" RE --BAR WZ ALUM. CAPLa-fil %J __J
Location Sketch
Location indicated on sketch -- X —
(b) Describe any record evidence, monument evidence, occupational
evidence, testimonial evidence or any other material evidence you
considered, and whether tle monument was found or placed
No evidence of original corner or subsequent remonumentation was found.
Corner location was established from a compilation of occupational evidence
and existing corners 'in Section 30 and adjoining sections.
(c) In the pion view drawing elow, provide reference ties to at least 4
witness monuments, or, i the location is within o municipality, to at
least 2witness monument . (Witness monuments sholl be mode of
concrete, natural stone, i on or other equally durable material.)
Describe witness monume ts.
(d) Show a plan view drawing depicting the relevent monuments and
reference ties which is sufficient in detail to enable accurate
relocation of the corner onument if the corner monument is disturbed
Indicate north
8W EAST UKE Or
SE 7 OF 4 2Cr MAPLES
3/4' x 240 RE -BAR AT
OTHM 3 TIES
t-2' -�
b�. 4V
oa
1`0z
81 th
4�.
F
--- GATE
MON. IS 7/8"RE- BAR W/ ALUM, CAP
(e) Describe any material discrepancy between the 1(
as restored or reestablished and the locatio
previously restored or reestablished by distance
the discrepancy on the plan view drawing under
distances between the corner as previously rest(
and (1) the corner as restored or reestablished,
of the witness monuments shown on the drawing in
(f) Was the corner restored through acceptance o
evidence location, or, (2) a found perpetuated lc
(g-h)Was the corner reestablished through lost c
methods? If so, show the method including
distances to other public land survey corners USE
for proportioning in determining the corner locat
(i) Is -Donald M. Clark
certify that the corner location shown
on this record was determined by me or
under my direction and control and that
this U.S. Public Land Survey Monument
Record is correct and complete to the
best of my knowledge and belief.
I&V,4 0 /0 -
Signature Date
)cation of Lhe corner
n of that corner as
and direction. Show
(d) above. Show the
)red or reestablished
and (2) to at 1 east 2
(d), above,.
ri10ft�
F (1) an obliterated
cation?
orner proportionate
the directions and
,d as evidence or used
ion?
ix Land Surveyor Seal
�a�s�■ a r a��+ 1
♦� �• SCON
� ins rS o
•
DONALD M. ';* ♦;
Mm
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CLARK d l
s S-1580 ; I
MENOMONIE
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