HomeMy WebLinkAbout3016022US PUBLIC LAND SURVEY MONUMENT RECORD -
County
3016022
Point Table
Point # Northing Easting Elevation
3016022 396077-805 631904.4-58 1134.27
DATUM: ST. CROIX COUNTY NAO83(1991)
FIELD WORK DATE: 10/20/2022
Describe any record evidence, monument evidence, testimonial evidence or any other
material evidence considered and whether the monument as found or restored though
acceptance of an obliterated location.
JULY 21, 2022 FRAN B. AND I VISITED THIS CORNER AND FOUND AN IRON PIPE WITH ALUMINUM CAP AT THE
CORNER IN GOOD CONDITION, I ALSO FOUND ALL 4 OF RUSCH'S TIES IN GOOD CONDITION.
OCTOBER 20, 2022 FRAN B. AND I RETURNED TO THIS CORNER AFTER A PAVING PROJECT AND FOUND THAT THE
IRON PIPE AT THE CORNER HAD BEEN REMOVED. I FOUND ALL 4 TIES STILL IN GOOD CONDITION, USING SAID TIES
AND PREVIOUS MEASUREMENT I SET A SURVEY MARK NAIL AT THE CORNER 1 ° SOUTH OF NEW CENTERLINE. I
MEASURED ALL TIES AS SHOWN.
vAmw
IV SET 1" DIAMETER STEEL "SURVEY MARK" NAIL
FOUND 1-5/16" DIAMETER IRON PIPE WITH CAP
(R.A.) 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 AE-7 of Wisconsin
Administrative Code to the best of my knowledge and belief.
5
PRESS' VATION'OF MON MENTS
SECTION 59 j639 WISCONSIN STATUTES
County CROIX
Town...........F,�!+lEl.......:.
Highway C . T. t' . "S
• - ........................... ....,..,.,..,,
00
*to eggs
T.....D...........N. R......,..........W..................................
...........................
Type of Monument...
6 ...................................... 0 ......
Location indicated on sketch ...-X-- i.nCafrrnrr eu,tr
N. f
dj
O ('MK 3u lRPJ1V �SP� 4.�1Tu �aP �" 1"5. bF
\Ri lu PlPs 1.a rf k CAP �1 • �'
1.a E t rs•411 ki (n- 3 ,13 Lem. F-T. "IEa
�xts-rtic-M. Pmme-m uqr= 111
DRAWPI BY: % DATL DRAWN: '
, �fCHCC�ED BY. DATE.
This s .nee for co -of field notes or ties to the above described monuments.
1N5 KUGTJUNS: This record shall show the location of the corner and shall
include all of the following nine elements (a through 0.
m. Identify the corner by reference to the U. S. public land survey system.
.0 i Corner monument restored.
b. Show a Plan view drawing depicting the relevant monuments
ties which ia-sufficient in detail to enable Accurate relocation f the
the
e
corner monument if the corner monument is disturbed. Indicate north.
ce In the plan view drawing, provide reference ties to at least 4--w1tness
monuments, or, if the location is within a municipality to at•,leaat 2
witness monuments, (Witness monuments shall be 1" x 24" iron pipes).
d. Was the corner restored through acceptance H of ' (1) an obliterated
evidence location, or, (2) a found Perpetuates! location's
A combination of obliterated and lost methods. See reverse.
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. ,
The position was determined by first determining an L-W location for the 14W Corner of
Section'-2 aria* -then compari iig occupation with lost corner.mete:od, usi the found
monument at the NE Corner of Section 2. A straight 'line was run fro;,he monument at
said NE Corder 'through --the S'-4 Corner of Section 36, T31N, K16W. The otal mile was
within about 10' of the Government distance so a sing -le proportion was used.
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.
N
�% 1 5� ae / ;
;&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?
aames E.
C � 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,
at ure James E. use 1, County purveyor Date
Affix Land Survey6r Seal
f
RUSO-'A
siudson;��.,� �;
pP � M$ /v,'zy��a,- k1ly