HomeMy WebLinkAbout2819062isconsin impartment of Safety and Professional Services
Mail To: P.O. Box. 8935 Office Location: 4822 Madison Yards Way
Madison, W1 53708-8935 Madison, W1 53705
FAX (608) 251-3036 E-Mail- d& v psLii)wisconsin. o
Phone #: (608) 266-2 11. 2 Website: htt1,)://dsys.w1.�,1'0V
I W tal a sma Im M alem 1juml
INSTRUCTIONS: Per is. Admin. Code § A-E 7.08, a U.S. public land survey monument record shall be prepared and filed with the county
survey records as part of any land survey within 60 days of setting or accepting the comer which includes or requires the perpetuation, restoration, or
use of a U.S. public land survey comer and when any of the situations in Wis. Admin. Code § A-E 7.08(l)(a), 7.08(l)(b) or 7.08(l)(c) arise.
Surveyor's Last Name First Name M1 Credential Number
Hough 'Steven F. S-3218
Address (street, city state, zip)
Project 11)
3890 Pheasant Ridge Drive NE, Suite 100, war MN 55449 1 10271 -01
Identify the corner, as referenced to the U.S. public land survey system. 0 = corner monument restored
St. Croix County
S311 T29N, R19W
Describe any record of evidence, monument evidence, occupational evidence, testimonial evidence or any other material evidence considered
by the Professional Land Surveyor, and whether the monument was found of placed. (Attach additional sheets, if necessary.)
#3189 (Rev. 8/18)
Wis. Admin. Code §A-E 7
wm�
Committed to Equal Opportunity in Employment and Licensing
Wisconsin vepartment of Safety and Professional Services
Document a plan view drawling below.
- Depict 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.
- Provide reference ties to at least four (4) witness monuments. Witness monuments shall be concrete, natural stone, iron, bearing trees, or
other equally durable material, except wood other than bearing trees.
GRAPHIC SCALE
0 15 30
UTILITY
BOX
—±2. 2,,
ejL
Power
Pole
� 0 Sign to
Catch
Basin (0
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LO
0
N
0
Sign U)
--u—
South Line of the
SE 1/4
of Section 31,
Township
29, Range 19—)
N89018'1 7"E
2645.44
Light ';--'—±0.7
Pole
70
TOR
<0\ MANHOLE
INCef��i��
-11h. Found Aluminum Cap
1V
0 Set 1" Dia. x 18" long rebar
weighing not less than 1.13 tbs.
per linear foot with orange cap
marked "SURVEYORS CONTROL"
Describe any material discrepancy between the location of the corner monument as restored and the monument location of that corner as
previously established.
No discrepancy found.
............ . ..... ..........
Was the corner. -
Restored through acceptance of an obliterated evidence location.
A found perpetuated location.
Ej Determined through lost -comer -proportionate methods. Yes EJNo EJ
If Yes, show the method, including directions and distances to other public land survey corners, which were used as evidence or used for
proportioning in determining corner location.
CERTIFICATION
I certify that the comer location shown on this record was determined by me or under any
direction and control and that this U.S. Public Land Survey Monument Record (Form #3189)
is correct and complete to the best of my knowledge and belief, in accordance with Wisconsin
Administrative Code § A-E 7.08.
Signature-�)ieven F. Houah do
"SHIMM''i
.
(Print and Sign Form)
. . . . . . . . .... . . . . . . . . . . . . .
0 21 8 21' 0, 2 2
Date:
#3189 (Rev. 8/1.8)
Wis. Admin. Code § A-E 7
Affix Land Surveyor Seal
00 \ \ � I I I / / / ///
C 0 /Vtq
STEVEN
HOUGH
S-3218
OTSEGO,
MN
N-1
WT-a-M
Committed to Equal Opportunity in Employment and Licensing
..PRESIERVATION OF -MONUMENTS �i ��
'SECTION 8.0e638 WisC
ONSIN STATUTES . • S �
County. NIX00004 ...
Town... -
too***
Hizhwuy....
Iro'
Section ......
T......? :.., ... , ....No R...'q ........ �2 ..... W .... ...
I,Ype Of Monument .... ... CA.P...O�V
El
Location, Indicated on sketch _X
LOCATION SKETCH
t
0 11(26 rr 1 R01V /o/pE
\-A1E)691_N6r
ALU'MINUM CAP
:3.13 6Er
� ��
We Space for copy of field ti es to the uboya described M0
notes or numents.
INSTRUCTIONS:''This- record shall B"how the lo-cation.of the corner and shall.
.nclude all of, the following nine.elements(a through J)16
a* Identify the corner by reference to the U. So public land survey',system,
Corner monument resto'redl
Ve' Show -a plan view draw'ing depicting the relevant -monuments and . reference
ties which is sufficient in detail to enable. accurate. reloiation-of the
carper monument if the c '-'
corned' monument is disturbed Ind north.
CPI drawingr provide reference ties to at least 4 witness
monuments, or, ,.;Lf the location is within a municipality 'to 'at least 2
witness monuments.' (Witness -:monuments shall -be 1", x 24". iron .pipes),
do Was the corner restored d through acceptance of (1) an -obliterated
evidence location, or,. (2) a found perpetuated location?
A found perpetuated locativa. -Tlie monument and two tie pipe were found in acceptable
condition, To preserve the location during construction two tie pimonume were set to the
east and two were set to the southwest. After reconstruction, the ent will be
-replaced
e. Describe any',•'.re'c�ordr':'ey.idence, ....monument evidence"' occupational evidence,
testimonial evidence or. any other material evidence you considered, and
whether_ the' monument was found""Or placed. Excavation may -be necessary
and .is strongly recommended.
f. 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 b. 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 b,
&he 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 use for proportioning in
determining the cornier location?
(type .or :printname). 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 beliefL1�2L
Signature Date
Affix - Land Surveyor Seal
JAMES EsRUSCH
Hudson • •
�F Wis.