HomeMy WebLinkAbout3016011SURVEY
US PUBLIC.:
NUMENT RECORD —
County Inde
Point Table
Point # Northing Easting Elevation
3016011 396092.323 634546.9B4 1150.04
DATUM: ST. CROIX COUNTY HAD83(1991)
FIELD WORK DATE: 10/27/2022
T. 30 Nay R.16 W.
Describe any record evidence, monument evidence, testimonial evidence or any other
material evidence considered and whether the monument wasfound or restored though
acceptance of an obliterated location®
JULY 21_,2022 FRAN B. AND I VISITED THIS CORNER AND FOUND A 2" IRON PIPE DOWN 6" AT THE CORNER IN
GOOD CONDITION. I ALSO FOUND 3 RUSCH'S TIES IN GOOD CONDITION.
OCTOBER 27, 2022 FRAN B. AND I RETURNED AFTER A PAVING PROJECT AND FOUND THAT THE 2" IRON PIPE
HAD BEEN REMOVED. I ALSO FOUND THE 3 PREVIOUS TIES. WE MEASURED INTO THE ALUMINUM CAP IN 2005 AND
AGAIN ABOUT 5 YEARS AGO. THE COORDINATES OF THE ALUMINUM CAP AND THE NOW FOUND PIPE INDICATE THAT
THE PIPE HAS NOT MOVED. THE TIE DISTANCES DO NOT MATCH VERY WELL AND INDICATE THAT THE PIPE SHOULD
BE +-0.3' SOUTHERLY. ANGULARLY THE TIES FIT WELL. BASED ON HISTORY OF MEASUREMENT I SET A SURVEY
MARK NAIL AT OUR PREVIOUS MEASUREMENTS, THIS POSITION MATCHES THE POSTED COORDINATE VALUES AND
THE POSITION SURVEYORS HAVE BEEN USING. THE CORNER FALLS AT THE INTERSECTION OF CENTERLINES. I
ESTABLISHED 1 NEW TIE AND MEASURED THE FOUND TIES AS SHOWN.
—.—......�..---�...._.. 5'------- FIELD LINE ----57
1' SOUTH OF
POST
® ® W
C.T.H. S
.AtK
1' NE OF WOOD
CORNED POST Am
® �..
X in ®� 4� NORTH OF WOOD POST
w Q
�r wly-
x 04 0 FIELD LINE
v
z
w
LEGEND
IRV SET 1" DIAMETER STEEL "SURVEY MARK" NAIL
FOUND 1 —5/16" DIAMETER IRON PIPE WITH CAP
0 SET 1-5/16" O.D.X24" IRON PIPE WITH YELLOW
CAP WEIGHING 1.68 LBS_ PER LINEAR FOOT
(R.A.) RECORDED AS DIMENSION
®R
a ,
1 Corey M. Hughes, Professional Land Surveyor, St. Croix County
mow 3'
Surveyor, Hereby certify that the corner location shown on this
BALD N,
record was determined by me or under my direction and control
WSCONSI
and that this U.S. Public Land Survey Monument Record is
t,� �-
correct and complete to the standards of E-7 of Wisconsin
SU
Administrative Code to the best of my knowledge and belief.
PRESS �VATION OF M01 JMENTS
8ECTION 69,638 WISCONBIN STATUTES
ki t... j -:S E_L,— _ l
County ST . CRO I X
.................................................................._............._.........................
Town...........FMERALLI......... ................................ .................
�..................,..,....
Highway...260TH S7-REET & C.T H. "S"
.............................................:..........._............................................
Section No ...N•W•...CORNER 1
........................................................f...•.........,...
T.....3-0...... .....No R.... T.i..............w................................. .................................. .,...,.......,.......
Type of Monument k.�. uo ,�. r u ��- � ��' FnLnu L
................................................................... 9,.•....... .........
Location indicated on sketch —X---
N
,= CORNER
�`rEr2.LruE?�
LOCATION SKETCI1
O lux 3�: lt'c:1 k-3
F'
DRAW BY : = � . �.��►. �_� DATE DRAZlN : 1c�--� -- ��_._. C��CC KFD B ATE : - 2-� 21.._.,,!
This RpAce_fur copy of field notes or ties to the above desert od 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
irroaumenis, or, if the l.ucation is within a Muitl.cipality to at least 2
witness monuments. (Witness monuments shall be 1" x 24" iron pipes).
d. Was the corner restored through acceptance of'(l) an obliterated
evidence 10eaLi011, or, (2) a found Perpetuated location?
A found perpetuated location.
e. 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. Excavation may be necessary
and is strongly recommended. ,
A 2'- iron. pipe_.w.i..tj_.rt._ai unii num cap was found and accepted.
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?
James E. Rusch, County Survevor
(type or print name) certify.that the corner
location shown on this record was determined
by we 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.
gnature games . Rusch, ounty urveyor Date
Affix Land Surveyor Seal
'%N ti��
q%
JMES ce
RUSCHCP
-DC �
z Ir Hudsongo
'
4*
7 w;
®io