HomeMy WebLinkAbout020-1370-36-000/*
~,Ylisconsgn Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Buildings Division
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)1.
Permit Holder's Name:
I ^ Cit ^ Vi ^ T wn of:
y ~udson '~'ownship
nc.,
LaCasse Homes,
CST BM Elev.: Insp. BM Elev.: BM Description:
8
~ rr
TANK INFORMATION
TYPE MANUFACTURER CAPACITY
Septic s , ~J 2Ul) /Z
in
Aer
Holding
TANK SETBACK INFORMATION
i
TANK TO P/L WELL BLDG. vent to
Air Intake ROAD
Septic Z~ ' 3 ~'' 3 ~' NA
NA
Aeration
olding
PUMP /SIPHON INFORMATION
ufacturer errand
Model Numb G
TDH L' Lrictlo System TDH Ft
F terrain Length Dia. Fi Dist. To Well
~+~~~ ~ ne•~e~n~r~~u rv~T~~~ /
7VIL Mo7Vf~r 1 IVIY .7 / .71 CIYI
ELEVATION DATA
County
St: Croix
Sanitarx ~~tJVo.:
State Plan ID No.:
Parcel T~~~Io1~370-36-000
STATION BS HI FS ELEV.
Benchmark 6 o d
A t. B ~. y /d , S
Bldg. Sewer ~' ~
Ht Inlet ~ (~ ~ /~
~/ Ht Outlet ~ •Z ~ , ~ Z
D
Header /Man. ~~ .~~ ~~ y/
Dist. Pipe « rl
/2 /I, q o
-Z-~ ,o • <D
02. 3
Bot. System ~ ~ /
z ~ ~ ~ ~ /a z. ~
,z
Final Grade Sty
St cover
~• ~ a
to ~,
,. ' ~ ~` ~ S, zs I
BED / EN H Width ~ Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIME Z DIMEN 1 N
SYSTEM TO
P/L
BLDG
WELL
LAKE/STREAM
LG Manufadurer•
~ ~
,
SETBACK r
INFORMATION TypeO
'
r
3
'
`- HAMB
OR UNIT Mo el Number:
~
~
System:C (0 ~(, -
_ a ,
DISTRIBUTION SYSTEM
Header /Manifold
Length ~ Dia. ~_ Distribution Pipe(s)
Length ~-~'~~ Dia. ~ Spacing ~' 1' x Hole Size x Hole Spacing Vent To Air Intake
>'~ (y ~
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded /Sodded xx Mulched
Bed /Trench Center Bed /Trench Edges Topsoil ^ Yes ^ No ^ Yes ^ No
COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1• ~ /2~'/pU Inspection #2• / / ',
Location: q$0 Parkview Lane, Hudson, WI 54016 (NW 1/4 NW ll4 5 T29N R19W) - 1629192202 Parkwood Meadows -
Lot 36 n(
1.) Alt BM Description = ~,sl~ °~'Ioor ~•~t^'b Ir~~~ ~ `~%^"~ !
2.) Bldg sewer length = ~/~' s.~ +r~,..~(ti ~ ~~~~c~•.q,,.. lN~s Ch,/~v
-amount of cover =W rG~ ~ a_ ~o~ s'L ~°t P ~annu~ ~~- !"o~ ~rG~ c~. `{~,,t,,,~. S-z `~
3,) a (U ~ ~w s~.~l~/
Plan revision required? ^ Yes No
Use other side for additional inform ion.
SBD-6710 (R.3/97)
r /
~t+W Origd`~.w~ 9r~~.
~, ~~
L
Dat Inspector's nature Cert. No.
ADDITIONAL COMMENTS AND SKETCH z - ~.'~
SANITARY PERMIT NUMBER:
~~
~..~
Sanitary Permit Application
Safety & Buildings Division
In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington Ave.
PO Box 7302
eonsin
`~ See reverse side for instructions for completing this application
Madison
WI 53707-730"'
s
Department of Commerce Personal information you provide may be used for secondan~ purposes .
(Submit completed form to cou,tty if r
[Privacy LaH•. s. 15.04(I)(m)J
state owner
Attach com lete fans (to the county co ~ only) for the s Este a less than 8-I/2 x I I inches in size.
County vi~ipri`tplgt`~v.,i -ap.p ~ lion
State Sanita Permit Number ^ Check i State Plan 1. D. Number
~
6 3 ,;. .
I. A lication Information -Please Print all Information `~' Location:
Property Owner Name `'~ ~t,r• ~~.~ Property Location Q
I
,':~' ~,,, "4'"
G
E or
[~lrl~l/4 ~ 1l4,S T ,N, R
Property Owner's Mailing Address ' •~• -' ~
~ Lot Number Block Number
ST CROtx is~r
City, State Zip Code ho uoBblrotNG gF!RGE ~ Subdivision Name or CSl\1 Number
~r ( ~~
II Type of Building: (check one) -.....,.
~ ~ ~tty
D Village
_
O 1 or 2 Family Dwelling - No. of Bedrooms: own of
^ Public/Commercial (describe use):
p State-owned U--
III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road
A) 1. 'New System 2. D Replacement 3. ~ Replacement of 4. D Addition to Parcel Tax Number(s)
S stem Tank Onl Existin S stem
B) Pernit Number Date Issued
(~
~ Z
^ A Sanit Permit was reviousl issued ~
IV. Type of POWT System: (Check all that apply) a ~-- l W - Sr a s ~ rP„r tom.
[I~Non-pressurized In-ground ^ Mound ^ Sand Filter D Constructed Wetland
D Pressurized In-ground ^ Holding Tank D Single Pass D Drip Line
D At-grade D Aerobic Treatment Unit D Recirculating ^ Other:
V Dis ersaUTreatment Area Information: - - = O T =/4
1. Design Flow (gpd) 2. DispersalArea 3. Di ersal Area 4. Soil Application S. Percolation R 6. System Elevation 7. Final Grade
Required Propos Rate (Gals./day/sq.ft.) (Mio.~in h), Elevation
VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing Crete structed
Tanks Tanks
~ ^ o D ^
Iavb aoa ~-tJw~
D D D D D
VII Responsibility St tement
the undersi ned, assume res onsibili fer installation of the POWTS shown on the attached laps.
1
,
Plumbers Name (print) Plumb Signa re (nos ps • MP/MPRS No. Business Phone Number
a 7~~ -~ -
Plumbcrs Address (Street, City, State, Zip Code)
1~ 0 ~ 2 ~
YIII County/Department Use Only
O Disapproved Sanitary Permit Fee (Includes Groundwater Datc Issued Issuing Agent Signature (No stamps)
l~Approved D Owner Given Initial Adverse
i
i Surge Fcc) ~
Z
~
~ $ I~ `Z'~ ..
on
nat
Determ o
.
-
IX. Cond_iti'oons offs Approval /Re sons for_Di Qroyal:
,~ J~ sue. (t>tA~ Ion-- sY s-~^ti tr,;~s-,t-
~~~
~,~
SBD-6398 (R. 07/00)
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~7D` ~ 30` S`~` lea,
' Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
-` labor and Hurpan Relations
I~ivicion of Safety R Ruildinnc _ _~ . :.~ u , ,r, .. u:_ w ..a' n_~ _.
,,, cave..,....,.,, ," „ ~ vv.v v, ..,.,. ,,.....,..........
f.`y
CpU NTY
''-...
rlt;st inclyd~ lei
lan on
a
er not less than 8 1/2 x 11 inches in size
PI
Attach com
l
te sit St. Croix
r
p
p
p
.
e
e p
~'' ~'- ~
scaleror
direction and % o~slopb
not limited to vertical and horizontal reference point (BM) PARCEL LD. #
, ,
..
~; ;;~..,
'
dimensioned, north arrow, and location and distance to nearest road. `~~' 02~-102$-90
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATIO ~`; '~ ~ -; .,.
~1 RE'VIE ED BY DATE
; -I ~Z8o0
PROPERTY OWNER: 1-PROPERTY ,~';~
N
R 19 lit(or) W
~OVT: L QN~pOF
Mitt 16 T 29
LaCasse Custom Homes, Inc. ,
,
,,
PROPERTY OWNER':S MAILING ADDRESS LO #i~ ~ BUQCK#
~ _,Sl~ ~ ~1 OR CSM #
~
521 McCutcheon Rd. 3 u~~}
~ , ood Meadows First Addn.
P~ r
CITY STATE ZIP CODE PHONE NUMBER ^CITY OWN NEAREST ROAD
Hudson, WI. 54016 (71~ 381-5405 .Hudson McCutcheon
[~ New Construction Use (x] Residential / Number of bedrooms 4 [ ]Addition to existing building
j ]Replacement (] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate • 7 bed, gpd/ft2 • $ 8 trench, gpd/ft2
Absorption area required .858 bed, ft2 750 trench, ft2 Maximum design loading rate . 7 bed, gpd/ft2 .8 trench, gpd/ft2
Recommended infiltration surface elevation(s) 104.30 ft (as referred to site plan benchmark)
Additional design !site considerations trenches spaced to code 4.00' below Grade
Parent material outwash Flood plain elevation, if applicable na ft
S =Suitable for system CONVENTIONAL
®S ^U MOUND
®S ^U IN-GROUND PRESSURE
®S ^U AT-GRADE
CAS ^U SYSTEM IN FILL
®S ^U HOLDING TANK
^S ~]U
U=Unsuitable fors stem
SOIL DESCRIPTION REPORT
Boring #
1 !«
Ground
elev.
106.3 ft.
Depth to
limiting
factor
+90 ~~
Boring #
2
.................
Ground
elev.
106 .~ ft.
Depth to
limiting
factor90
Depth Dominant Color Mottles e
T
t Structure Consistence Bouncbl Roots GPD/ft
Horizon in. Munsell Qu. Sz. Cont. Color ex
ur Gr. Sz. Sh. y Bed Trt~
- 1 yr4 none 1 s k mfr cs ~
2 9-19 10yr5/4 none sil 2csbk mfr gw if .5 .6
3 19-90 7.5yr4/6 none cos Osg ml na na .7 .8
~ oY• 3 0 .3-
2~ $~ 3~J 'F7
Remarks:
1 0-8 10yr4/3 none 1 2msbk mfr cs 2f .5 .6
2 8-24 10yr5/4 none sil 2msbk dsh gw if .5 .6
3 24-90 7.5yr4/6 none cos Osg ml na na .7 .8
3-
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Av New Richmond I 54017
Signature: Date: 29_99 CST Number: m02298
PROPERTY OWNER LaCasse Custom Homes SOIL DESCRIPTION REPORT Page~of 3 "
PARCEL I.D. # 020-1028-90
Boring #
..................
.................
3 >:
Ground
elev.
104.3 ft.
Depth to
limiting
factor
+90"
Boring #
;:> :::.........::<:>
4 <`
Ground
elev.
101 - ~ ft.
Depth to
limiting
factor
+84"
Boring #
..................
:> 5 >>
Ground
elev.
101.3 ft.
Depth to
limiting
factor
+ti4"
Boring #
..................
.................
..................
.................
Ground
elev.
ft.
Depth to
limiting
factor
Horizon Depth Dominant Color Mottles Texture Structure Consistence Bo~xx~ry Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trer~
1 0-8 10yr4/3 none 1 2msbk dsh cs 2f .5 .6
2 8-22 10yr5/4 none sil 2csbk dsh gw if .5 .6
3 22-90 7.5yr4/6 none cos Osg ml na na .7 .8
/a/• 3~
3~
Remarks:
1 0-6 10yr4/3 none 1 2msbk dsh cs 2f .5 .6
2 6-20 10yr5/4 none sil 2msbk dsh gw if .5 .6
3 20-84 7.5yr4/6 none cos Osg ml na na .7 .8
Remarks:
1 0-10 10yr4/4 none 1 2msbk dsh cs 2f .5 .6
2 10-33 10yr5/4 none sil 2csbk dsh yw if .5 .6
3 33-84 7.5yr4/6 none cos Osg ml na na .7 .8
Remarks:
Remarks:
SBD-8330(R.05/92)
~~
Gary L. Steel
CSTM2298
MPRSW-3254
STEEL'S SOIL SER~IC E
LaCAsse Custom Homes, Inc.
~4~4 S16-T29N-R19W
town of Hudson
lot #36-Parkwood Meadows First Addn.
1554 200th Ave.
New Richmond, WI 54017
(715) 246-6200
This soil evaluation was conducted to satisfy a zoning requirement, it may or may
not be suitable for your use. The location of the test may or may not be as st~Fm
as permanent lot lines were not established at the time the test was conducted..
N
1"=40'
BM.= top of 1" pvc pipe ~ el. 100.00'
Atl. BM.= top of 1" pvc pipe C el. 100.90'
~~-~"~
Gary L. Steel
29-99
J
` Private Onsite Wastewater Treatment System Management Plan
Septic Tank And Gravity In-Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment
System (POWT$) shall include information and procedures for maintaining the system within
the parameters of Comm 83 and 84, and the conditions of approval by the department, agent,
or governmental unit. The approved plans and permits for system are on file at the county
zoning or health department.
This management plan complies with Comm 83.54, Wis. Adm. Code, and the In-Ground
Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD-
Table 1: Svstem Design Specifications
Sanitary Permit Number - to 3 `i' S
Number of Bedrooms
Design Flow -Peak (gpd)
Estimated Flow -Average (gpd)
Septic Tank Capacity (gal) - ~
Soil Absorption Component Size (ftz) "~ z
Type of Wastewater Domestic
Table 2; Soil Absorption Component -Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow -Peak (gpd) ~-~
Maximum Influent Particle Size (in) 1/8
Maximum BODS (mg/L) 220
Maximum TSS (mg/L) 150
Tab le 3: Maintenance 5cneauie
Septic Tank Inspect and/or service once every 3 years
Outlet Filter Inspect once a year and clean at least once every 3 years
Soil Absorption Component Inspect once every 3 years
Seatic Tank
The septic tank shall be maintained by an individual certified to service septic tanks
under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with
NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable
Restrooms).
The operating condition of the septic tank and outlet filter shall be assessed at least
once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure
proper operation. The filter cartridge should not be removed unless provisions are made to
retain solids in the tank that may slough off the filter when removed from its enclosure. If the
Management Plan for a Septic Tank and Soil Absorption Component
filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously.
Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The
septic tank shall have its contents removed when the volume of scum and sludge in the tank
exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not.removed at the
time of an assessment, maintenance personnel shall advise the owner of when the next service
needs to be performed to maintain less than maximum scum and sludge accumulation in the
tank.
Manhole risers, access risers and covers should be inspected for water tightness and
soundness. Access openings used for service and assessment shall be sealed watertight upon
the completion of service. Any opening deemed unsound, defective, or subject to failure must
be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by
an effective locking device to prevent accidental or unauthorized entry into the tank.
No one should enter a sepfic or other freafinenf or holding tank for
any reason without being in full compliance with OSHA standards for
entering a confined space. The atmosphere wifhin the septic or other
freafinenf of holding tank may contain lefhal gases, and rescue of a
person from fhe inferior of fhe Tank maybe diff<cult or impossible.
Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the
tank is no longer used as a POWTS component.
Soil Absorption Component
The soil absorption component serving this structure is designed to accept domestic
wastewater from a residential facility. The limits of operation of this component are shown in
Table 2.
The longevity of a soil absorption component depends greatly on proper and timely
maintenance, and system use within or below the limits of reliable operation. Good water
conservation practices by all occupants and the installation of water conserving plumbing
fixtures are key factors in extending the useful life of this component.
The soil absorption component's operation must be assessed by inspection at least
once every three years. The inspection shall include recording the levels of ponding, if any, in
the observation pipes, and a visual inspection for any evidence of surface seepage or discharge
from the component. On steeply sloping sites, areas of erosion should be identified and
reported to the owner for repair. The surface discharge of domestic wastewater or sewage
from the system is prohibited and considered a human health hazard.
Traffic around or over the soil absorption component should be avoided particularly
during winter months. The compaction or removal of snow cover over the component may lead
to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or
impossible to repair until weather conditions improve. In genera(, soil compaction over this
component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to
more intense, and earlier, organic clogging of the soil.
•~
2
s~r CItOIX COUNTY
SL~P'I'IC 'TANK MAINTL~NANCL AGRI?L~MLN'I'
AND
OWNLRSIIIP CLrRI'ICICA'I'ION rOIZM
Owner/Buyer ~ C,q~i5,e. /~ ~~ls' ~
Moiling Address _ ~~i ~ i yh _C' ~ f~~~~~, i~ ~~,~~_~..--._
I'roparty Address ~y_ ~~® ~ (l~r.~ k1/.,a, ~~ Zti ~_ l~l_.~ ~~
(Verifcatiou tcyuired fiour I'(autring Uepa~tn-eul far new construction)
City/State tTt~iSLt 1'arccl Idcutilication Nunt~cr
LEGAL DESCRIPTION
l~ ~~ ~-l ~ 7a - 3 6 ~ aaa
Properly Localioli ~'h, rv~ '/,, Scc. ~, '1'~~,N-R~W, 'Town of ~~____*-~----~
SuUdivisiou ~ ~, ~r-11.. j i~n,~~~ ~/}~1 d ~~~~L~~ S 1 ~~~~ C. Lol # ~~.
-,--
Certified Survey Map # , Voluutc , 1'agc ~1
Wttrruttty Dcetl # t¢a-~' `f~ , Volun[c `S3t , Pabc # 02~-~
S sec house L''~' es O uo Lul Iiues idcntitit[~Ic ICJ es ^ [30
I Y Y
SYSTL+'M MAINTENANCE
Improper use and maintenanccof your septic system cauld result iu its premahire failure to 1-andle wastes.l'ropermaiuteaance
consists of pumping out We septic tank every three years or sooner, if needed by a liccused pumper. What you put into lire system
can affect We fu[rction of the septic tank as a lreatmrcut stage in the waste disposal syslenr.
The properly ow[rer agrees to subnril to St. Croix Zoning Ucpartureut a certification form, signed by We owner and by a
master plumber, journeyrnaa plumber, restricted plumber or a liccused pumper verifying that (1) the ou-site waslewaterdisposal system
is iu proper operating condition and/or (2) after inspection and pumping (if accessary), llre septic lank is less tlum 1!3 full of sludge.
Uwe, We undersigned have read We above requircrneuts and agree to maintain the private sewage disposal system with We standards
set forth, herein, as set by the Department of Cununerce and lire Department of Natural Resources, State of Wisconsin. Certification
stating drat your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days of the tluee year expira~on dale.
SIGN
! / !o ~
DA'I'L
OWNER CERTIrICATION
I (we) certify drat alt slatenrcuts on this form arc trot to the best of ury (rxir) knowledge. I (wc) am (are) the owner(s) of
~ the rty dcscr'bc hove, by virtue of a warranty decd recorded iu Regislcr oC Deeds Off cc.
~~ ~ / /
SIG ATURL~ O PLICANT DATA
I' *'**** Any information drat is mis-represented way result iu the sanitary permit being revoked by the Zoning Department. ******
** Include with tlr(s application: a stamped warranty deed from the Regislcr of Deeds office
a copy of the certifcd survey map if reference is made in the warranty deed
as
~°
. ~~,_ 1531~A~. X73
STATE BAR OF WISCONSIN FORM 1 - 1998 ~
~
~
•~~
WARRANTY DEED AL$H
Ki-1
T
E
N
RfOTSTER OF DEEDS
S'i. CROIX CO., WI
Ooeumenl Number
kECEIVED FOR RECDRD
HOWARD LaVenture, Three-fifths' 02-pE-2000 10:30RFl
This Deed, made between
(3/5) interest in an r enema ell nture, ~-~3ftTis
~~~-(~]3~~~ interest, as tenants in common__ WAi±RANTY DEED
Ef(EMRT N 17
_, Grantor. CERT CGPY FEE:
_ _
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v ?;
'rtoJlo
}~
M
~` .. - ---- COPY FEE:
TRANSFER FEE•
.
.,,,
_-
.
~
and
_ RECORDING FEE: 10.40
PAGES: I
__ __, Grantee.
Grantor, for a valuable consideration, conveys to Grantee the following
described real estate in cr r.-~,{x County. Stale of Wisconsin
(the ~Properly~): Flecordirq Aren ._
Namena~n]0 Return Atldress
L.Q ~usSR ~%l.l.:~ ~.yn ~(~S ~/[L .
,z - nne Ca:~ c.v[~o~ ~1
Lot 36 OF PARKWOOD MEADOWS, 1ST ADDITION ,
TOW OF HUDSON, ST. CROIX COUNTY, WISCONSIN.
p acs - 13`]0 -~.(P -yoa
Parcel Identification Number (PIN)
ThSs ~ ~ .r,.n- homestead property.
' (ts not) ,
This deed is given in partial satisfaction of certain land contract dated
Februaury 19, 1999, and recorded in Volume 1404, Page 616 as Document Number
598116 which was subsequently assigned by assignment dated May 28, 1999 and
recorded in Volume 1431, Page 352 as Document Number 60323.
Together with all appurtenant rights, title and interests.
Grantor warrants that the title to the Property Is good, indefeasible 1n tee simple and free and clear of encurpiEns soCCeeACUmberanees
all liens, covenants and restrictions of record, if any and any 11
create~dSiby act or the//~Grantees and will warrant and defend the same.
Dated this ,~__- day of 1`f c'' 9 kL ~ e~ OUQ _r
,
(SEAL) (SEAL)
Howard LaVenture
(SEAL)
AUTHENTICATION
Signature (s)
S~
authenticated [his ( 1 of ~ [^~ ~ t Ovp
= Samuel Ca
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not,
authorized by §106.06, Wis. Stets.)
THIS INSTRUMENT WAS DRAFTED BV
~~ ,, J l ~~,~Cti~~ (SEAL)
i
Arlene LaVenture
ACKNOWLEDGMENT
State of Wlscons3n. 1{
} ss.
County )I
Personally came before me this day of
,the above named
[o
me known to be the person who executed the foregoing
instrument and acknowledge the same.
>~ r S.C. c e Dow n
Notary Publtc, State of Wisconsin
204 Locust St., PO Box 125, Hudson, WI 54016 ply commission Ss permanent. (If not, state expiradon date:
(Signatures may be authenticated or acknowledged. Both are not )
necessary) .. _
' Names of persons signing In any capactty mus >x typed o. printed bNow ,fxlr signature. Wi9eonsin Legal alanM Co.. InO.
STATE RAR OF WISCONSIN uilweuxee, wa.
WARRANTY DEED FORM No. I - 5998
1 i 8~o3s ~ s.F
°16` 46" W 582.50'
506.04'
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506.04'
3.180 ACR
138510 S.I
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O\ -I ~ ~ / 461.66•
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3 ~ ~ EASEMENT FOR DRIVEW
3.030 ACRES ~• SHARED BY LOTS 38 & 39
Cj 133 ` ,
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340.25 6 ~ / 3 4
16.00' . _ \
N 89° 16' 46" W 660.04'
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