HomeMy WebLinkAbout3016012US PUBLIC
RECORD-
ADDENDUM- # 3016012
Point Table
Paint 7#NorLhing Easting Elevation
3016012 396097.382 637214.894 1214.03
DATUM: ST. CROIX COUNTY NAD81991)
FIELD WORK DATE: 10/27/2022
Describe any record evidence, monument evidence, testimonial evidence or any other
material evidence considered and whether the monument was found or restored tough
acceptance of an obliterated location.
JULY 21, 2022 FRAN B. AND I VISITED THIS CORNER AND FOUND AN IRON PIPE DOWN 4" WITH A HEAVILY
CORRODED ALUMINUM CAP. THE CAP WAS IN VERY POOR CONDITION AND AS WE ATTEMPTED TO DIG IT OUT IT
WAS TURNING TO POWDER. WE FOUND ALL 4 OF RUSCH'S TIES IN PLACE.
OCTOBER 27, 2022 FRAN B. AND I RETURNED TO THIS CORNER AFTER A PAVING PROJECT AND FOUND THAT THE
PIPE HAD BEEN REMOVED DURING CONSTRUCTION. I FOUND ALL PREVIOUS TIES, AND USING SAID TIES AND
PREVIOUS MEASUREMENT I SET A SURVEY MARK NAIL AT THE CORNER. THE CORNER FALLS IN THE CENTERLINE OF
NEW PAVEMENT. I MEASURED ALL TIES AS SHOWN.
(NO CAP)
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�� I ®.3 OY N OF SURVEY SIGN
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POST AT TOP OF SANK
OX NW OF SURVEY
SIGN POST
I
LEGE&NID
SET 1" DIAMETER STEEL "SURVEY MARK" NAIL
FOUND 1-5/16" DIAMETER IRON PIPE WITH CAP
RECORDED AS
I Corey M. Hughes, Professional Land Surveyor, St. 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 E-7 of Wisconsin
Administrative Code to the best of my knowledge and belief.
PRESPqr?.VATION OF M011 WP qr JMENTS
SECTION 88,635 WI3CON$IN STATUTES N%'� �
County ST . CRO I X.... .._._....
.,............................................................_... ............................
Town............ FN1ERA D.......•............................................................................
Highway...... .,..T.,.� .......�� ,...............................................
SectionNo.....1........................................................................................:._..
T..... 3..0............ No R ....1 ............... 7i.............................................................
Type of Monument......l qmi r um cap .......... ......................
a ..............._._......................
....
Location indicated on sketch --X--
• _ FOUND 1 "IRON PIPE
o = 1 `x 34" IRON PJPF- vV IT14
CAP sE T
1`oLjNb A LUMMUM CAP
LOCATION SKETCH
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C.TH.-
L- IN/ E
A/0 T E DiSTANCE�S 111I'6AS11REb
LL.EC..TRONICLY SIGN
DRAWN BY: ;: E• Rgrr ER DATE - DRAWN: IT lCHECKED BY
This space ace for copy 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 monuments 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 1" x 24" iron pipes).
d, Was the corner restored through acceptance of'(1) an obliterated
evidence location, or, (?) a found Perpetuated location?
A fowid purpetuai.�u l oca J ujj _
a
{
e, Describe any record ev "wance, monument evidence, o-,.:upational 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$
A s tar-icia-rd.- Couii.Ly-4noii uae-nt -was found, fit -Ling an old propLX-Ly ferac�: to the Soutti and
the County Hi gthway. . The pas i i;i on was acci pteu anti ties upgrad�;d .
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.
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?
Janes E. RuschC Luryeyar
(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 . Publi-c Land Survey Monument
-Record is correct and complete to the best
,,of. my knowledge and belief.
Sig`gture James E. Ruscf] Date
Affix Land Surveyor Seal
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