HomeMy WebLinkAbout2917095U.S. PUBLIC LAND SURVEY MONUMENT RECORD-
ADDENDUM- St. Croix County Index # 2917095
Point Table able]
Point Northing Easti n g Elevation
2917095 356597.772 59,3981 .8 E
96 1119-56
DATUM: ST. CROIX COUNTY HAD83(1991)
FIELD WORK DATE: 9/28/2022
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®
September 28, 2022 Fran B and I visited this corner and did not find a monument at the corner. I found 3
ties of record. Using said ties and measuring into some local survey monuments I set a survey mark nail at
the location of the previous P.K. nail. The corner falls in the centerline of new pavement. I also established 1
new tie as shown.
OPPOSITE PP TO EAST 5�l
D® 60
Lj
R
0
® 6"
L
SET 1" DIAMETER STEEL "SURVEY MARK"
NAIL
FOUND 1" DIAMETER IRON PIPE
0
SET 5/8"X18" IRON REBAR WITH YELLOW
CAP WEIGHING 1.04 LBS. PER LINEAR FOOT
S C iv.T
FOUND TELEPHONE PEDESTAL
(R.A.)
RECORDED DIMENSION
-,�-COR
I Corey M. Hughes, Professional Land Surveyor, St. Croix County S `Z�T47
Surveyor, Hereby certify that the corner location shown on this BALDWN,
record was determined by me or under my direction and control �!-..WSCONSI
and that this U.S. Public Land Survey Monument Record Is
correct and complete to the standards of AE-7 of Wisconsin 7i
Administrative Code to the best of my knowledge and belief.
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SE6,14ION 50,635 WISCONSIN STATUTES
Count St . Croi.x
Town..."!!.,`_:!.! .....................................
Section No.._..Q..... �... � .�..� .� .�. —
1....................................... .Q .............� ..
Type of Monument.... Pk.._...C�f�.�..�...,...... �..... ..................
Location indicated on sketch---X--- ST. CROIX COUNTY
SURVEYORS RECORD LOCATION SKETCH
! IRonl PIP, SE'
5,g0Uz-DffR or P0-4j
SE 7
01 `rCA4
ToP , CE1s/7E;?- OF----
T E1E . PE.D.
- . I" ,)?ON PIPE 5 E T- (P�ZOPE k"ry
CORNER) JN FJ�,cw-r OF-
- l l L l ry POLE:,
A/
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This s ace for copy of field notes or ties to the above described monuments.
:NSTRUCTIONS: This record shall show the location of the corner and shall
,nclude' 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.
d. Was the corner restored hrough acceptance of (1) an obliterated
evidence location, or, 2 a found perpetuated location?
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.
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.
�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 vidence or u6e for proportioning in
determining the corner location? nAW Laz
I
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(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`it`.o_1, tlie ,:best
of my knowledge and belief.
5
L rt..
Sign Lure Date
Affix Land Surveyor Seal
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