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ADDENDUM- Index # 3016021
Point Table
Point # Northing Easting Elevation
3016021 396063.758 629261.897 1098-80
DATUM: ST. CROIX COUNTY NAD83(1991)
FIELD WORK DATE: 10/20/2022
T.
,` N.1 R. 16 WN
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.
OCTOBER 20, 2022 FRAN B AND I VISITED THIS CORNER AFTER RECENT ROAD CONSTRUCTION AND FOUND AN
ALUMINUM CAP MONUMENT IN CONCRETE ON THE NORTH SLOPE OF RAILROAD TRACKS. WE FOUND THAT ALL
PREVIOUS TIES HAD BEEN REMOVED DURING CONSTRUCTION. I ESTABLISHED 4 NEW TIES AS SHOWN.
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Wx
1
10' SOUTH OF FENCaJNE
AT TOP OF BACKSLOPE
RarLROAD TRac�s
LEGEND I k I
MV FOUND ALUMINUM CAP IN CONCRETE /-*Z>0nP17`
S C O o SET 1 O.D."X18" IRON PIPE WITH YELLOWCAP WEIGHING 1.13 LBS. PER LINEAR FOOT frU
l Gorey M. Hughes, Professional Land Surveyor, S. Croix County -1 T
Surveyor, Hereby certify that the corner location shown on this AL ,
record was determined by a or under direction and control SCE SIB
and that this U.S. Public Land Survey Monument Record is ,9 �
correct and complete to the standards of AE-7 of WisconsinSU5
Administrative Code to the best of my knowledge and belief.,
PRESEr'VATION OF MONTMENTS
aECTION 59,635 WISCONSIN STATU1i5 ,1iln/ SEC ? EA / 6kALp
..................................__.......---..._.._._.--------......, ........
Town.... EMERALD........................------..._.,.............._._......_._. ......................_...
Highway.....__ ..T.H.
. ......."5�............_..................__....._...._---- ..........................
SectionNo........2................................................................_..,........_............
T.. N..............N. R... 1.........._...W.............................................................
Type of Monument ......... Aluminum -• Cap .........................................._•.....
-
Location indicated on sketch----X-- ,
LOCATION SKETCH
C.
so.ss
4 T 95'
STOO
o
w E
Q 1" X 30" IRON
PIPE
u�
m
WEIGHING
1.68 LBS./FT. SET
2"X30" iRON
PIPE WITH CAP
-SIGN
WEIGHING
3.13 LBS./ FT- SET
SOO L I NE
R, R.
DRAWN BY:
J.E. R EI TER DATE DRAWN : 4 - 3 0 - 91
CHECKED BY : '_'
DATE: `bZ&, Z-2-1
This -space forcopy of field notes or ties to the above described monuments.
INSTRUCTIONS: This record shall show the location of the corner and shall
include all of the following nine elements (a through i).
a. Identify the corner by reference to the U. S. public land survey system.
0 = Corner monument restored.
b. Show a plan view drawing depicting the relevant monument's and reference
ties which is sufficient in detail to enable accurate relocation of the
corner monument if the corner monument is disturbed. Indicate north.
C. 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 I" x 24" iron pipes).
d. Was the corner restored through acceptance of (1) an obliterated
evidence location, or, (2) a found perpetuated location?
N-ei-ther
ti .
e. Describe any record evc. nce, monument evidence, c ipational evidence,
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.
All original evidence was lost due to railroad construction: Distances from the
North lines of both Sections 2 and 3 were used to single proportion the corner in
she East, -Wes is direction. All notes are in the file for the Town -of Emeral-d survey,
f. Describe any material discrepancy between the location of the corner as
restored or reestablished and the location df 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.
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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?
James E . Rucsh , Count r_Surveyor
(type or print name) certify that the corner
location shown on this record was determined
by me or under my direction and control a.nd
that this U. S. Public Land Survey Monument
Record is correct and complete to the best
of my knowledge and belief.
�l r
Si ature Date
Affix Land Surveyor Seal
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