HomeMy WebLinkAbout3116316U.S. PUBIC LAND SURVEY MONUMENT RECORD
TOWN OF CYLON
I N S T R U C T 1 0 N S This record shall show the location of the corner and shall include all
of the following nine elements (a through i).
(a) identify the corner by
reference to the U.S.
public land survey system.
Corner monument restored.
T31N,R16W
(b) Describe any record evidence, occupational evidence, testimonial evidence or any other material evidence
you considered, and whether the monument was found or placed. Record evidence included plat
books dated 1897, 1914, 1920, 1929, 1938, 1949, 1965, 1968, 1976, and 1991; a copy
of the 19,25-1927 Harding resurvey of the town of Cylon; surveys, on file with the County
Surveyor's Office; the 1847 town line surveys by James M. Marsh and Henry Wiltse; and the
tax list. Occupation located included a monument on center line 1/2 mile east; the
CS 1/16, C1/4, and CN 1/16 fence corners; and a monument 1/2 mile west., all in Section
2-30-17; also the fence running north of the railroad tracks in Sections 36 & 31 in T31N,
R17 & 16W. No local residents knew of any survey monuments in the area. The monument
was placed and witnessed as shown below.
(c) In the plan view drawing below, provide reference ties to at least 4 witness monuments. (Witness
monuments shall be made of concrete, natural stone, iron or other equally durable material.)
Describe witness monuments.
(d) 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.
ALUMINUM CAP CEMENTED ON 20$X30"
IRON PIPE WEIGHING 3.65 LBS./FT.,SET
PLASTICAP IN 1"X30"' IRON PIPE
WEIGHING 1.168 LBS./FT., SET
tX
53.721
50.17 P
60.11 )
(L' RAILROAD TRACKS
180TH AVE
(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 thee 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.
Government notes return a distance east from this corner of 43 chains, and west of
40 chains. We measure east to a found 1" iron pipe at the NW Corner of Section 1,
T30N, R16W, about 2398.3', plus another 416.6', more or less, to a nail found as the
S1/4 Corner of Section 31. We measure west about 217.4 t , more or less, to a mon—
ument set as the N1/4 Corner of Section 2, T30N, R16W, plus about 2524.8 more or
less, to a monument found as thie S1/4 Corner of Section 36, T31N, R16W. The final
position was determined by weighing all collateral evidence which we could find.
(f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a found
perpetuated location?
(1) An obliterated evidence location per The Manuall, Sections 5-1 thru 5-19.
(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.
1, James E. Rusch, 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.
----------------------�
affix Land Surveyor Seal
L---------------------- J
Signature Date