HomeMy WebLinkAbout2917238U.S. PUBLIC
LAND SURVEY MONUMENT RECORD
COMPUTER FILE
NAME 2917238.
RAILROAD SPIKE
�
1-5/16"X24" IRON
PIPE WEIGHING
1.68 LBS/FT WITH
A PLASTIC CAP SET
i
SIGN
POWER POLE
COUNTY COORDINATES
NORTHING: 343495.7750
CENTERLINE
EASTING:604616.5980
TOWN OF HAMMOND
x
O
cn
D
U
H
23
o
z
Z
0
U
Z
T29N—R17W
I
cp0
� HWY "12"
�
W
`9p
C)
c-4J
0
6iip�
15' 30' 60'
I
1
INCH = 30 FEET
U.S. PUBLIC LAND SURVEY MONUMENT RECORD
I N S T R U C T 1 0 N S
(a) identify the corner by
reference to the U.S.
public land survey system.
= Corner monument restored.
This record shall show the location of the corner and shall include all
of the following nine elements (a through i).
I I I
I I I
I I I
I I
I I
I I I
I I I
--------+-------+-------+-------
I I I
I I I
I I I
I I I
I I I
I I I
I I I
-------.—�------ —+ -- ----—
I 1 1
I I 1
1 1 I
I I I
I I I
I I I
I I I
---------}--------+-----_._+._------
I I I
I I I
I I I
I I I
I I I
I I I
I I I
T29N, R17W
(b) Describe any record evidence, occupational evidence, testimonial evidence or any other material evidence
you considered, and whether the monument was found or placed.
A disturbed railroad spike was found prior to road
construction. The position will be perpetuated with a Berntsen
"SURVEY MARK" nail after construction is completed.
NOTE: WE REPLACED THE DISTURBED R.R.
(c) In the plan view drawing below, provide reference ties to at least 4 witness monuments. (Witness
monuments sholl 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 ��, LO
CP
reference ties which is sufficient N tS
in detail to enable accurate 0 6�, 1
relocation of the corner monument
if the corner monument is
disturbed. Indicate north. 6'� I
REPLACED DISTURBED R.R.
SPIKE FROM TIES
0 PLASTICAP IN 1 "X30" IRON PIPE
WEIGHING 1.68 #/LIN. FT., SET.
14 DISTURBED D.O.T. TIE FOUND
U.S. HIGHWAY "12"
SIGN
c
of
0
76�SIGN
16
Tel; Ped.
(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.
Monument found prior to milling. There is no apparent discrepancy.
(f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a found
perpetuated location?
A found perpetuated location.
M
(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) 1, James E. Rusch, St. Croix Countv 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.
---
VXL6t"N VA11UN 01' MON UIVILINTS
SECTION 69,635 W ISCONSIN STATL AIES
Cout,ly... 7 �
? . F�Ca�....................................
Town .-HA.M.M.OnD......................... .. ....._..........
Illicit -,%,Il,-..U-..S.... -.. .....2. ""...AND... z 00 rN S T.................
5ec:timi Nu.......:...................................................... ......... ,........ — -- _. _.
't`..............N.lt...... [.7.........
W............................... _........................ - - --
Type of Mur1uir1U11t...I.:t.!ajLROAD...S PI KE........
[olkuhun indicated on :skeLc;h -�-X-- LOCA`i'10N SKE'VCH
h
23
4 _.
v
04' RAI LRDiN•D SPIKE SET
Ila it " "
yJ
126
2S
/D. Q. T. " .4? p !� � a ter.
0 1ND/CATES I x 2+J, IRON PIPES E
This sueo fur cupy of hold nutes or tier to Cite ui,ove described monumunts.
LNS`i`AEiCTLONS: This record small show the location of the. corner and shall
include all of the following nine elements (a through 1)..
a. Ldent ify the corner by reference to the U. S. public land survey system.
Corner monument restored
b. `;t1Uw a _plan view drawing depicting the relevant monuments and reference
lies which is sufficient in detail to enable accurate relocation of the
corner inonument if the corner monument i5 disturbed. Indicate north.
I n the plan view drawing, 1)rovide reference tics t(� tit 1,.ast 4 wit► ess
�,iotiuciients, or, i f ttie i.()"dL i ()n iS wi t:hiii Zi uiLIllicil)csli ty to at loast_ 2
wi tness monuments (Wif_riesti munuments shki1.i. be 1" x 24" iron pipes) .
d. Was the corner restored '_hrough accept anc e- of ( 1) an obliterated
evidence locati OLI, or, (2) a round perpet uat;ed location?
{1)
�:. Describe any rec<,, .1 evidence, mouumenr evidui, ,e, occupationaI ev:idenc.e,
t :t i.muitiial evidence or any uLhcr material Evidence you considered, and
whe_Lher the monument was found or placed. Excavation may he necessary
and is strongly recommended.
• r
This corner was reestablished by racking off a certified surrey map recorded in Vol.
Page 306 of St. Croi:t County Certified Survey Maps which was directly tied to this
corner and showed a stone at this corners location which was not recovered. No
original evidence was found. I placed a railroad spike at this corners location.
Duscribe any material discrep-a-ney. bet.w-p-en the location of. the corner as
restored or reestablished and the location of Lhat corner as previously
restored or reestablished by distance and direction. Show the discrepan
oii the plan view drawing under b• Show the distances between the corne
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.
None
ls. Was the corner reestablished through lost corner proportionate methods'?
i' -ia', show the metho-d-; -including -t•lre directions --and distances _to oL.he.r
public land survey corners used as evidence or use for proportioning in
dt-' t e r1nining the. cormer location?
No
'` --'--- Laurence W. Murphy Affix Land Surveyor S e a
(tyj)e or print name) certify that the corner
location shown on this record was determined ,`0%1%rtts=��+►i�rr
by itse or under my direction and control and ti�o `Sc0
Lhat this U. S. Public Land Survey Monument `
Record is correct and complete to the bestmob
•;•'• •'••,.
of my knowledge and belief. :: LAURENCE :• o
.. m W MURPHY
S 1713 = a
N % RIVER FALLS,
WISC. Q.
s •
3--15-89 '.
LARD ,�
S- g ri a t� r e Date ���+t �soo