HomeMy WebLinkAbout3116357US PUBLIC LAND SURVEY MONUMENT RECORD-
ADDENDUM- St. Croix County Index # 3116357
Point Table
Point � Northing Easting Elevation
311 fi357 396044.964 625978.175 1078.83
DATUM: ST. CROIX COUNTY NA®83(1991 )
FIELD WORK OATE:10/6/2022
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.
AUGUST 10, 2022 FRAN B. AND 1 VISITED THIS CORNER AND FOUND AN ALUMINUM CAP AT THE CORNER IN GOOD
CONDITION 2' SOUTH AND 8' EAST OF CENTERLINE INTERSECTION. I DID NOT FIND ANY OF RUSCH'S TIES.
OCTOBER 6, 2022 FRAN B. AND 1 RETURNED TO THIS CORNER AFTER A PAVING PROJECT AND FOUND THAT THE
IRON PIPE AND ALUMINUM CAP HAD BEEN REMOVED DURING CONSTRUCTION. USING PREVIOUS MEASUREMENT I SET
A SURVEY MARK NAIL AT THE PREVIOUS CORNER LOCATION. THE CORNER FALLS 1.5' SOUTH AND 8' EAST OF
CENTERLINE INTERSECTION. 1 ESTABLISHED 4 NEW TIES AS SHOWN.
LEGEND
SET 1" DIAMETER STEEL "SURVEY MARK" NAIL
0 SET 1-5/16" DIAMETER X24" IRON PIPE WITH
C 0
YELLOW CAP WEIGHING 1.64 LBS. PER LINEAR
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Core M. Hughes, Professional Land Surveyor, St Croix CountyS-31
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Surveyor, Hereby certify that the corner location shown on this
BALDWIN,
record was determined by me or under my direction and control
SCE SI
and that this U.S. Public Land Survey Monument Record is
correct and complete to the standards of AE-7 of Wisconsin
SUS
Administrative Code to the best of my knowledge and belief.
PRESF-'VATION OF MON'\ .VlENTS
SECTION 59,635 WISCONSIN STATUTES —Z,%a-5�� 35-
County..._... .. ST . CRQ IX
Town..................NYLON..................................................... .........6..........
ol
ighway............... -.-.............................................................................
Section
T..... 3...._.......N. R. ..z 6.............
Type of Monument....Aluminum Cap Set
............................................. 6..........:.....
Location indicated on sketch � X—
CEbATE�LINJl
O l�'�3D` l2bty f�IPP \.�1�-zIC,�A iN 6
LOCATION SKETCH
L
L� N
DRAWN DATE DRAWN: 1-7
CHECKED BY . DATE
This space for co o! field notes or ti es to the above deseribeci monume
-NSTRUCTIONS: This record shall show the location of
.nelude all of the following nine elements the corner and shall
(a throu
a. Identify the corner by reference to gh i).
the U. S. public land survey system.
U = Corner monument restored.
b. Show a plan view drawing depicting the relevant monuments
ties which is sufficient in detail to enable accurate relocation o f nce
corner monument if the corner monument is disturbed. Indicate rth
not the
.
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 . pi es
P )
d. Was the corner restored through acceptance of (1) an obliterated
evidence location, or, (2) a found perpetuated location?
foe i ther .
e. Describe any record�__rridence, monument evidence ,'uccupational 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.
Because of instructions to do no excavating none was done,. 'The monument is laced
on a Westerly projection of the line from SE Corner of Section 35 through�
N� Corner of Section 3-30--16, at a single proportion, the
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.
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Z6;, 4-0' (::�Qufr, 2-64-C' c)VT.
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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:.Rusch, County 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 t.o the best
of my knowledge and belief.
S nature - Date
Affix Land Surveyor Seal
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