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Point Table
Point # Northing Easting Elevation
2816134 318568.427 634939.265 1114.37
DATUM: ST. CROIX COUNTY NAD83(1991)
FIELD WORK DATE: 8/3/23
DOWN 4"
0\ ml
ci
Ir l
SO 7
(43.55')
43-41'
0.5' NE OF SSP Ni-6*-57—'42-"""W—
LEGEND
FOUND 1" DIAMETER STEEL "SURVEY MARK" NAIL
FOUND 1-5/16" DIAMETER IRON PIPE
SET 3/4"X18" IRON REBAR WITH YELLOW
CAP WEIGHING 1.50 LBS. PER LINEAR FOOT
(R.A.) RECORDED DIMENSION
N&IFIT115WkSAWWWWWOW
386*41'36"E
48.359
(48.30')
1' WEST OF SSP AND
S` 0�3 1.5' EAST OF PP
DOWN 4-
x
�29x*EFIUOIM
U.S. PUBLIC LAND SURVEY MONUMENT ;r
CroixCounty' 2816134
Map showing distance and direction to other Public Land Survey Corners and used f
reestablishing the corner. Bearings Referenced to St. Croix County Coodinate System
D; ..
NORTHWEST CORNER OF SECTION 13
La FOUND 3/4- REBAR
a
CIS
0 Icq
EST 1 /4 OF SECTION 13
FOUND SURVEY MARK NAIL
�I
04
a
�I
& SOUTHWEST CORNER OF SECTION 13
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.
April 13, 1982— A. Wegerer Found C.S.M. (CSM 4-1193)
November 11, 1985— A. Nyhogen Found County Monument (CSM 6-1619)
July 23, 1996— B. Canaday Found County Monument (CSM 1 1-3156)
July 21, 2000— L. Murphy Found Berntsen Nail (CSM 14-3909)
May 15, 2004— L. Murphy Found Berntsen Nail (MOS)
November 16, 2022— B. King Found Berntsen Nail (MOS)
August 3, 2023— Fran B. and I visited this corner and found a 1" survey mark nail at the corner in place
and in good condition in centerline. The St. Croix County surveyors office has measured into an aluminum
cap at this corner in the past and the survey nail matches that position well. Former county surveyor F.
Ogden has a map indicating a monument and 2 ties at this corner. No tie sheet has been filed on this
corner, After checking into other surveys, I believe that the found survey mark nail to be the best available
evidence of the corner. I found both ties indicated on Ogden's map and established 2 previous ties as shown
on previous sheet.
Describe any material duscrepency between the location of the restored corner and th
ofthe cornerpreviously"• = • orreestablished.
1210100
J
Hsi -
HIGAES
Corey M. Hughes, Professional Land Surveyor, St. Croix County S-3147
RA N
Qurveyor, Herebythat on this
record was determined by me or • direction and ,• • 's l "Sc
and that this U.S. Public Land Survey Monument Record is
correct and complete to the standards of AE-7 of Wisconsin
Administrative Code ' • cr best of my knowledge and belief.
SHEET 2 OF 2