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ADDENDUM- St. Croix County Index # 3116358
Point Table
F3,
# Northing Easting Elevation
8 396059.906 628613.747 1082.84
DATUM: ST. CROIX COUNTY NAD9 1991)
FIELD WORK DATE: 10/6/2022
T. 31 NK5 R.16
Wo
Describe any record evidence, monument evidence, testimonial evidence or any other
material evidence considered and whether the monument was found or restored though
acceptance of an obliterated location.
AUGUST10, 2022. FRAN B AND I VISITED THIS CORNER AND FOUND AN ALUMINUM CAP IN CONCRETE. I ALSO
FOUND 3 OF RUSCH'S TIES IN GOOD CONDITION.
OCTOBERfi.2022 FRAN B AND I RETURNED TO THIS CORNER AFTER A PAVING PROJECT. I FOUND THE ALUMINUM
CAP IN GOOD CONDITION 1' SOUTH OF A SURVEY SIGN. I FOUND ONLY 1 OF RUSCH'S TIES REMAIN AFTER
CONSTRUCTION. I MEASURED THE FOUND TIE AND ESTABLISHED 3 NEW TIES AS SHOWN.
RAILROAD TRACKS
61,
1
4' DEEP DITCH �cj�
61
de
a
� ®�95.5' NORTH OF PAVEMENT �� •O0�>����
ON PROD. of POWERUINE �
EASTERLY
si ®''I24� a (?IV ®cam 5
61 EAST OF PP 0
39.85
® ®�t� O RHEAD�poW�E�RLIN�E:S���
NOTE: THE 2 IRON PIPES
FOUND THAT WERE REMOVED
DURING CONSTRUCTION WERE n ENT
FOUND S57'48'56"W 75.38' — N TH PAVE
AND S17'51'38"E 83.11' o (DO 12��
FROM THE CORNER.
0
Z�
N
LEGEND ,
FOUND ALUMINUM CAPPED PIPE IN CONCRETE
FOUND 1 —5/1 C" DIAMETER IRON PIPE
O SET 5/8"X18" IRON REBAR WITH YELLOW
CAP WEIGHING 1.04 LBS. PER LINEAR FOOT
l Corey M. Hughes, Professional Land Surveyor, S. Croix County
Surveyor, Hereby 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 standards of AE-7 of Wisconsin
Administrative Code to the best of my knowledge and belief.
P 'RVATION OF MONUOMENTS
.SECTION 59,635 WISCON3IN STATUTES
County ............... ST :..CROIX
.................................................................. 4............
Town...................CYLON
•............................... ...... ........................ a.........................
Highway.........�f.�
SectionNo.......•••,.r.........................................................
T.....3 1..........._N. R....I G
.........................
TyPe of Monument ....... aX1 1 . 4�? . � ................
..r..•.,.rr.aar.aa.,.ar.... a.
Location indicated on sketch - X—
It
O �'�c 30 1 Fes. l� ter PE VA I r 44
Si�-X 6b" kp ci�N'l PEF-e
'EE =1sc— as
LOCATION SKEWH
kb
L+' T' 1 tS 4 IJpr-T 1# of
'r" 4 E
1 1
--�- _
DRAWN BY: DATE DRAWN; Ji- I�s
This aca for co of field notes or tj es to theHa ove d YQA
DATE : - -
eribej monuments.
INSTRUCTIONS: This record shall show the location of the corner and shall .nclude all of the following nine elements
a. Identify the corner b reference (a through i).
Y rence to the U. S. public land survey system.
O = Corner monument restored.
b. Show a plan view drawing depicting the relevant monuments an
ties which is sufficient in detail to enable accurate re d reference
corner monument if the corner monument is disturbed location of the
Indicate earth.
co, In the plan view drawing, provide reference ties to at least 4 witness
monuments, or, if the location is within a municipality to at least 2
witness monuments. (Witness monuments shall be t" x 24" iron pipes).
d. Was the corner restored through acceptance of (1) an obliterated
evidence location, or, (2) a found perpetuated location?
A Combination of obliterated evidence and single e proportion metflods�
e. Describe any record ,,.vidence> monument evidence, ..ccu ational evidence
P
testimonial evidence or any other material evidence you considered, and
whether the monument was found or placed. Excavation may be necessary
and is strongly recommended.
Occupation to the North of the railroad tracks was projected Southerly to determine
an East.4est location, North -South position was determined by using a straight line
from the S 4 Corner of 35-31-16 to the NE Corner of 3-30--160.
f. Describe any material discrepancy between the location of the corner as
restored or reestablished and the location of that corner as previously
restored or reestablished by distance and direction. Show the discrepancy
on the plan view drawing under b. Show the distances between the corner
as previously restored or reestablished and (1) the corner as restored
or reestablished, and (2) to at least 2 of the witness monuments shown
on the drawing in b.
f
-761
L5 re tj we
g&h. Was the corner reestablished through lost corner proportionate methods?
If so, show the method, including the directions and distances to other
public land survey corners used as•evidence or use for proportioning in
determining the cormer location?
i. I. James E. Rusch, County Surveyor
(type or
print
name) 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.
Sign.iature"- ~D to
Affix Land Surveyor Seal
MIA ES U& Op w
RUSCH
U
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v F dson
Vlis Q0 `
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