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Computer file name: Disk #2, E-1229,18
Latitude of the mark — DDMMSS North:
Longitude of the mark — DDIAIVISS West:
St. Croix County Grid WHPGN:
Northing:.(FEET)
Easting:
State Plane Coordinates:
Northing: (FEET)
Easting:
Derived from:
Elevation (height of the mark):
(11 METER = 3.2808333 FEET)
Northing:.(METERS)
Easting:
Northing: (METERS)
Easting:
1" IRON PIPE FOUND PRIOR TO RECONSTRUCTION
"SURVEY MARK" NAIL SET (9/1/98)
0 PLASTICAP IN 1"'X30" IRON PIPE
WEIGHING 1.68 LBS./FT., SET
a SIGN
GRAPHIC SCALE
0 15 30
IN FEET
IRON 1' BELO
SURFACE
IRON 1' BELOW
SURFACE
19,
I
I LEM go] a I MIT :10 Q I
FEET
METERS
(d) Describe any record evidence, occupational evidence, testimonial evidence or any other material evidence
you considered, and whether the monument was found or placed.
As part of a regular maintenance program, the entire township tie file was
researched to find record of monuments previously set. All ties are scheduled
to be upgraded to A—E7 standards regarding witness iron numbers. In addition,
any monuments in danger of being disturbed for any reason or needing immediate
attention are upgraded.
(e) 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 (d), above. 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 (d), above.
To my knowledge there is no discrepancy. The 1" pipe appeared to be the
intended corner monument. No additional measurements were made to adjacent
PLSS corners for comparison with Government notes. The found position was
witnessed.
After reconstruction a Berntsen "SURVEY DARK" nail was set using witness irons
previously set from 1" iron pipe.
(f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a found
perpetuated location?
(2) A found perpetuated location.
(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 used
for proportioning in determining the corner location?
No.
I, Brian V. Halling, St. Croix 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 to the best of my knowledge and belief.
Signature
Date
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Affix ..and Surveyor Seal
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