HomeMy WebLinkAbout3016052US PUBLIC LAND SURVEY MONUMENT RECORD-
ADDENDUM- St. Croix County Index # 3016052
Point Table
Point # Northing Ea5t:ing Elevation
3016052 396057-067 . 615969.237 11060]-35
DATUM: ST. CROIX COUNTY NA083(1991)
FIELD WORK DATE: 10/5/2022
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®
JULY 21, 2022 ' FRAN B AND I FOUND AN 2- O.D. [RON PIPE +-7' SOUTH OF CENTERLINE OF C.T.H. S AND FOUND I OF RUSCH"S TIES
IN GOOD CONDITION.
OCTOBER 5. 2022 FRAN B. AND I RETURNED AFTER A PAVING PROJECT ON C.T.H. S. THE PIPE HAD BEEN REMOVED DURING
CONSTRUCTION. WE FOUND THE 1 TIE FROM JULY, USING THE PREVIOUS MEASUREMENT I SET A SURVEY MARK NAIL AT THE PREVIOUS
CORNER LOCATION AND ESTABLISHED 3 NEW TIES AS SHOWN. THE CORNER FALLS 6.5' SOUTH OF CENTERLINE OF NEW PAVEMENT.
x 1- '
FEN CELINE
ON S01.171HEIRLY PRO&ECTION \
OF FENCE NORTH --- FIELD EDGE V NOM OF FIED ®M
- — — - — — - — — - —
91
bc
C.T.H. S P0 099
.,Oro
000! 19 0 NR���1' NORTH OF FIELD EDGE — ORTH O
FIELD-EDGE
LEGS D
SET 1" DIAMETER STEEL "SURVEY MARK" NAIL
FOUND 1-5/162" DIAMETER IRON PIPE WITH CAP
0 SET 1-5/16"X24" IRON PIPE WITH YELLOW
CAP WEIGHING 1.04 LBS. PER LINEAR FOOT
FOUND 1" DIAMETER IRON PIPE
(R.A.) RECORDED AS
PRESS NATION OF MOV TMENTS
SECTION 59.639 WIBCONSIN STATUTES Y4 5
Cauntv___ST. CROIX
............•••........•f.••..••............ ........•......••a•.i................ 4................... ......
Town........... FMERAW ......... ..........................................
......:�..........................
Highway. C . T . H .
...r...................................a.................................... ..........................
SectionNo .............. ................................a........
T.....30
........... Ri..16...... ....... `ry.............................................................
Type of Monument ........ A! V.01 .M.. AP.a........................_.
•................. 0......
Location indicated on uketch --X. LOCATION SKMIJ
N
o IRON PJPF— WM4 CAP' SET
2_" x3()" 1RON PIPE trvr=16rd )N& 3.13 LB FT.
WITH A LLIM1NLJM CAP 36 T
x
14�
x
ZO
DRUN Qy : 07�5: R517 DATE - DRAIIN : �11191 CHECKED BY.DATE:
This a . ace for copy of field notes or flea to the above described monuments.
INSTRUCTIONS: This record shall show the location of the corner and shall
include all o'f the following nine elements (a through i).
a. Identify the corner by reference to the U. S. public land survey system.
.D 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 it 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, (2) a found perpetuated location?
ivE l THER .
e. Describe any record eviaeince, monument evidence, occupational 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. ,
Having ;been directed not to excavate, I placed tree monument o,, the monumented South
line of the SE% S cti on 33, T31r�, R16W , at a , si ngl e proportion.
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 corner location?
S.E. GORN ER
Sy4 SEC. 38 T31N,RI(Ow SEG. 33
ArN 2033.`3 `r31N7 RJ(Ow
�3&.74 {
hl 4 SEC. 5, r30Iq, R WV
i . 1, James L.__Rusch_. county Survever.
(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.
161
ignature James L. 'Rusch Date
Affix Land Surveyor Seal
F
ia
RUSCH
P Hudson '
ors- �. Viris
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