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U.S, PUBLIC LAND SURVEY MONUMENT RECORD
Instructions: This record shall show the location of the corner ari�Oi shall
include al,l of the following: nine elements (a through 'I)
i ence, monu�ment evidenceo occupational
(b) Describe any record evid!
evidence, testi'mon,ial evidence or any other materal evidence you
considered, and whether the mionument was found or pilaced OT FOUND. PROJECTED
ORIGINAL COR. EVIDENCE AND SUBSEQUENT MONUMENTS KRE SEARCHED FOR BUT N
OCCUPATIONS FIT WITH A SINGLE PROPORTtOiN FROM MONUMENTS FOUND AT' THE SE AND NE CORNERS A,01
FIT GOV. DISTANCE WITHIN 1. 3V . I SET THE CORNER AT' OCCUPATION PROJECTIONS SUPPORTED BY
PROPORTIONATE MEASUREO
(c) in the plan view drawing below, pi-ovidei reference ties to at least 4
0 40
Witness monumentso ort if the location i's within a municipality, to at
least 2witness monuments. (Witness monuments shall be made of
concrete, natural ' stone, iron or other equally durable mate
erial.)
Dscribe witness monuments.
(d) Show a plan view drawing deplctin�g the relev,e�nt monuments and
reference ties, which is sufficlent in detail to enable, accuirate
relocation of the comer rnonurnent if the comer monument 'is disturbed
Indicate north
to L
24 OAK
of ()T
20 OA K FENCE LINE
4v/ P
0) 14 OAK
%
(b .110
Co
FENCE LINE
(V/
10 00,
4�0 Ole
�x—x—x—x—x—x-
000
ST EAR" I :NGS REFERENCED TO T14E
CO ,:C OIX CO" M"
SL CROIX CO, COORD, SYSTEM,
SE T, I X ,24 IRON P I 01
�EIGHING - /13 LBS. PER
X
L IN'EA,R FOOT.
X b
If X
NO SCALE U
FENCE LINE BOULDER
I
?l 2 0 0 ), 15
e Descr The any m,ater loll (I Iscrepancy, between the local Ion of the cornor
as reis tored or reestab I ishled and lhe loicat Ion of that corner (is
previously restored or reestablished by distance and d,irecti�on, Shoiw
the d I scropancy on thie pi Ian v ilow drawingi undorShow the
di s lances between the corner als res tored or roes tab I Ishod
and ( I) the corner (is restored or reeislabi ishedi land (2) to at least 2
of the wiliness monuments shown on the dralwing, In ( fle
NIA
M. Was the corner riesi tored thr ough acceptance of I) an ob I I te!rated
ev Idence local lon, or, ( P. ) a f ound perpetuated loicalt lon?
g—h )Was the corner roes tab I Ished through lost corner propor t lonate
methods7 If so) show the rnethod Including thlo directions and
distances to other public land survey corners used as evidence or uised
f oir propor t Ion Ing In determin Ing the c,ornier lloication.
NO TH
STv CROIX CO3v
N1014'08"W 52'82, 62'
-V
2641. 3 1' 2641, 3 V
FOUND ALUM MONUMENT DUNN COn FOUND 1 112" IRON PIPE A,T
A T SE CORNER NE CORNER&
Af f ix Land $ur veyor Sea I
I UAMES M. WHER
cor t If y that the cornier local Ion shown
i
on th Is record wa,s determined by, i1mi or
i I
Under my d I r ec i I on and control aindi ihat
this U,iS, Publi� Land Survey Monument
Record Is correct and; complele to the
best of my knowledge and biellef,,
lVI
MAI ii ME: 3
gnatur e D a t le