HomeMy WebLinkAbout040-1254-30-000 Wisconsin Department t of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
' Safety and Building Dross.
INSPECTION REPORT Sanitary Permit No:
405017 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
American Classic Homes I Troy Township 040 - 1254 -30 -000
CST BM Elev: Insp. BM Elev: BM Description:
aD " 4,o - r .a ldc ail, d�
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic l Benchmark , ob J
Dosing Alt. BM 4t •�
Aeration BIog• $e� (Y• w'/ 1 71 ' 3
Holding St/Ht Inlet ��. 9Y 39
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P WELL BLDG. Ve t to Air Intake ROAD Dt Inlet
Q T
Septic �J �� �� �� / Dt Bottom
/� /
Dosing He er /Man. !S csl�, t�S
, Dist. Pipe
Holding Bot. •Y q
2
Final
PUMP /SIPHON INFORMATION o s srr�
Manufacturer Demand St Cover ��'- ��•--
PM
Model N ber lL(/� 1
TDH Lift Frictio oss System Head TDH Ft
Forcemain ngth Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width 3 � ength / No. Of Trenche PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 1-
SETBACK SYSTEM TO P/LAj BLD WELL LAKE /STREAM LEACHING Marl de b rer:
V/ �f
INFORMATION Type f System: � CHAMBER OR �
yP y f UNIT odel Number:
DISTRIBUTION SYSTEM
Header /Maned istribution x Hole Size x Hole Sp ng V I / ke
�7 11 PIPe(s)� 7o /
Length (I Dia Length Dia paang
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over IDepth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench, n T ! Bed/Trench Edges Topsoil n Yes l;i No y j Yes ; No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / Inspection #2:
Location: 280 St. Andrew's Dr Hudson, WI 54016 (SE 1/4 NW 1/4 19 T28N R19W) Troy Village Lot 93 Parcel No: 19.28.19.1344
hk
1.) Alt BM Description = 5 I '� Y �( y � r ►'lG O1 _� ���� ( 1 D `.IS •1 _ - 34 �'
2.) Bldg sewer length e levA {'il
- amou of cover- - 3, wr�K a VI I t
at�f' Ste{ .��I -h h .� vrxfi�ms rv�a
Plan revisio equire I`I Yes i, No l
Use other side for additional information. i
Date Insepctor's S nature Can
SBD 6710 (R.3/97) t9 ►vt S+Yld vh4h -r
RECEIVED
APR l 0 ?002
ST. CROIX COUNTY
ZONING OFFICE
Safety and Buildings Division Coant�,.
to
NVI 201 W. Washington Ave.. P.O. Box 7162
SCOns In Madison, WI 53707 - 7162 Sise Address
De eftment of Commerce �Y F - D 2L 011 V-_ - ZED S i - F . AA) 8 94: w S D?
Sanitary Permit Application Sanitary Permit Number
yl In accord with Comm 83.21. Wk. Adm. Code, personal infatuation y ou provide Check if Revision
may be used for secondary purposes Privacy Law, sI5.04(1)(m)
I. Application Information - Please Print Alt Information State plan I.D. Number
Property Owner's Name Parcel Number
42 e�ID(y—
Prapert Owner's Mailing Address Property Location J (�
S l ��N it � l3 �I
City, State Zip Code Plume Number Lot Nu Block Number
- r-
i Subdivision Name CSM Number
IL Type of Buil g (Chock all that apply.) o� Pot S OCy
N�1 1 or 2 Pamily Dwelling - Number of Bedrooms �+►A2 I] Village
O PubiiOComrnercial - Describe Use
13 State Owned Cl C
3 r x �.� - 'f" %157Ztb Nurest $nett
III. Type of Permit: (Check only one box on line A. Numbetin= is for internal use.) (Complete line B, if applicable.)
A. t0 1 30 Replacement of 60 Addition m
5 stem 2 Q RePlscemen t System Tank Only i:xlslin atom Far County ore
B ' []Check if Sanitary Permit Previously Issued Permit Number Data Issued
TV. Type of POWT System- (Cheek all that apply. Numbering is for internal use.)
4467 Non - Pressurized to -Ground 21 O Mound 47 0 Sand Filter 50 0 Constructed ucted Wetland
n 22 0 Pressurised in -Ground 41 Holding Tank 48 0 Single Pass 51 Drip Line
3
45 0 At -Grade 46 QAerohic Treatment Una 49 C Recirculating 30 E
V. Die orsaVIYeatment Area Informatio . L i
Design Flow (gpd) Dispersal Area Dispers real Soil Application Percolation Raft ystem Hlevatdnn ode ./
aired Pr�3{ Rate(Ga1sJDays/S9.Ft.) (Min. /Inch) - i?kratiort
W Tank Info Capacity in Total Number Manufacturer Prefab Platxic
Zte' Gallons Gallone of'fspktt Concrete Constructed
New reusing
Tanks Tank --
Septic or Holding Tank / C !
Dosmg (umber V
1 VII. Reapon ability Statement 1, the undersigned, assiW6 responsibility [er installation of the POW71 shown on the attached plans.
s Plumber's Name (Print) Plumber' r IMPRS Number Business Phone Number
'f Plumber's Address (Street, City. Stare. Zi e)
a
VIII Cexsut tie ent Use Onl
1 Disapproval �'- Date Issued I Vpfuing Agent Sig tare (No Stamps)
A ved Owner Given Initial Adverse d'o
p Sanitary Permit Fee (includes Grout�siwater
. �
Determination Surcharge Fee)S
IX. ondidons of Approval/Reasons for Disapproval
C Tom !�]Q Q _ ,M wig - Ian ,.¢ rwt`c a � r S a, q rep t
1 �t�w _ t "n �V.oAS c
�om phm the - Cotaoq the sptmr on pryer not less 81/2 a tl igyttp io Uaa ^ d.
j� r C il p ( Ww�._lT v }
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Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3
Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code
Environmental BY Design
Attach complete site plan on paper not less than 8% x inches in size. Plan must County
include, but not limited to: vertical and horizontal rence point (BM), direction and St. Croix
percent slope, scale or dimensions, north a", and location and'distar to nearest road. Parcel LD.#
APPLICANT INFORMATION - i( se pfi#,f. p'Nfwforfnafi�n. viewed ! nY ate
Personal information you provide may be used for secondary purposaf l( -' y Law, 05.04 (1) (m)).
y .
Property Owner `.Property Location
Continental Develop a ! dovt. Lot - SE 1/4 NW 1/4 S 19 T 28 N,R 19 W
Property Owner's Mailing Address I ; Name or CSM#
12301 Central Avenue NE, Suite 23Uc,,�r�; r, 93 - Troy Village Second Addition
City State Zip Code Phoie er,,ft.` ❑ City ❑ Village ❑Town Nearest Road
Minneapolis MN Troy St. Andrews Drive
❑ New Construction Use: IN Reside ntia7' rNiJin6er of bedrooms 4 ❑Addition to existing building
F Replacement ❑ Public or commercial describe
Code Derived daily flow 600 gpd Recommended design loading rate .5 bed, gpolftz 6 trench, gpd/ft
Absorption area required 1200 bed, ftz 1000 trench, ft' Maximum design loading rate .5 bed, gpd/ff .6 tr ench, gpd/ftz
Recommended infiltration surface elevation(s) 91.7 ft (as referred to site plan benchmar
Additional design / site consideration System could be installed at a deeper elevation and be sized by .7.8 loading rates. Surface grading or additionalr
Parent material Loess Over Glacial Outwash Flood plain elevation, if applicable na ft
S= Suitable for system Conventional Mound In Ground Pressure AT - Grade System in Fill Holding Tank
U= Unsuitable for system OS El U ® S❑ U ® S❑ u ® S❑ U EIS O U ❑ S® u
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ft
Boring# Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Roots Bed ! Trench
1 1 0 -10 10yr2 /1 - sil 2msbk mfr cw if .5 .6 •5
2 10 -26 10yr4/4 - sil 2msbk mfr cw if .5 .6 S
Ground 3 26 -40 7.5yr4/6 - cs osg ml cw - .7 .8
elev
93.2 ft 4 40 -100 7.5yr5/4 I s I osg I ml - - .7 .8
Depth to
limiting
factor
>100
Remarks: System can be installed below89.61 to obtain a.7_8 loading rate. Code requirements can be met by grading down the site, additional
rock, or infiltrator systems.
7 j 1 0 -26 10yr2/1 - sil 2msbk mfr cw if .5 .6 S�
2 26 -38 10yr44 - sil 2msbk mfr cw if .5 .6
Ground 3 38 -59 7.5yr4/6 - osg ml cw - 7 .8 , 7
elev
94.94 ft 4 59 - 110 7.5yr5/4 - s osg ml cw - 7 8 -
Depth to
limiting i
factor o .
<110"
Remarks: See above
CST Name (Please Print) Signature: Telephone No.
Thomas C. Nelson 715 -246 -2454
Address Environmental By Design Date CST Number Ref #
1432 120th Street, New Richmond, Wl 54017 2/2/98 MO2605 4
PROPERTY OWNER: Continental Development SOIL DESCRIPTION REPORT ® Page 2 of 3
PARCEL I.D.# Environmental By Desi
Horizon Depth Dominant Color Mottles Texture Structure onsistence Boundary Roots GPDIft2
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench
3 1 0 -16 10yr2/1 - sil 2msbk mfr Cw if .5 .6 S
2 16 -38 10yr4/4 - A 2msbk mfr Cw if .5 .6
Ground
elev 3 3 -54 7.5yr4/6 o osg ml Cw - .8
95.01 ft 4 54 -110 7.5yr5/4 - s osg ml - - 7 .8
Depth to
limiting
factor .��,
>110
Remarks See above
4 1 0 -16 10yr2/ 1 - sil 2msbk mfr Cw 1 f .5 .6 S
2 16 -37 10yr4/4 - sil 2msbk mfr Cw if .5 .6
Ground }
elev 3 37 -49 7.5yr4/6 - Cs osg ml Cw - .7 .8
93.4 ft 4 49 -110 7.5yr5/4 - s osg ml - - 7 .8
Depth to
limiting
factor
>110
Remarks: see above
5 1 0 -16 10yr2/1 - A 2msbk mfr Cw if .5 .6 )
2 16 -42 10yr4/4 - sil 2msbk mfr Cw if .5 .6 5J
Ground
elev 3 42 -53 7.5yr4/6 - Cs osg ml Cw - .7 .8
95.06 ft 4 53 -110 7.5YR5/4 I S OSG ML - - .7 .8
Depth to
limiting
factor $� 2
>110"
Remarks: sEE ABOVE
Ground
elev
Depth to
limiting
factor
Remarks:
NVI ONMENTOL BY DESIGN
1432 120 STREET, NEW RICHMOND, WISCONSIN
715-246-2454
PROJECT NAME: TROY VILLAGE 2nd ADDITION
DESCRIPTION: SE%, NW/4, SECTION 19,,T 28 N, R19W
TOWNSHIP: TROY COUNTY: ST.CROIX
LOT: 93 SUBDIVISION: TROY VILLAGE 2 ADDITION
jr co
—4
--- -------
I'v
SCALE 1"=40' Tom Nelson
BM i Nail in tree elev. 100' cstrno2605
B — SE Corner 2 er round Surface elev. 93.14
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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 (POWTS) 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-
10567 - P (R.6/99).
Ta ble 1: System Des n Specifications
Sanita Permit Number d
Number of Bedrooms
Design Flow - Peak ( pd) sm
Estimated Flow - Average ( pd) 7 02�
Septic Tank Capacity (gal)
Soil Absorption Component Size (ft) R,b
Type of Wastewater D omestic
Table 2: Soil AbsorgpAtlo n Component - Limits of Reliable O on
Septic Tank_ Component Soil Absorption Component
Design Flow - Peak 3
Maximum Influent Particle Size
(in 1/8
Si
Maximum BOD mg/L) 220
Maximum TSS (mg/L 150
Table 3: Maintenance Schedule
Septic Tank Inspect and/or service once eve 3 years
Outlet Filter Inspect once a year and clean at least once every 3 years
Soil Absorption Component Inspect once every 3 years
Septic Tgnk
The septic tank shall be maintained by an individual certified to service septic tanks
under s. 281.48, Slats. 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 ofthe se tic tank and outlet filter shall be assessed at least
ed as necess to ensu
once every 3 years by inspection. Th outlet filte sh a�i�e dean ry
proper o ra�iQn. The filter cartridge sh not be removed un as provisions are mace 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 113 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 scrum 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 septic or other treatment or holding tank for
any reason without being In full compliance with OSHA standards br
entering a confined space. The atmosphere within the septic or other
trwtment of holding tank may contain lethal gases, and rescue of a
person from the interior of the tank may be 017cult 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 Absorodon 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 oompants 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 general, 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
Management Plan for a Septic Tank and Soil Absorption Component
I
Plantings pfd eep l _moted trees and shrubs directly over or within ten feet of the
component should be avoided since root intrusion Into the componen may obstn,ct wastewater
flow.
3
CONTINGENCY PLAN
If the POWTS fags and cannot be repaired the following measures have been, or must be taken, to Arovlde a code tomAnant
replacement system:
A sulubk replacermnt area has been evaluated and may be utilized for the Ioudon of a deplane n ot be im{r ed upon Dy
t $oil absorption
system. The replacement area should be protected from dlstur'bance and compaction and should d n
required setbacks from exhdng and proposed strumm, lot lines and wells. Failure W protect the replacement area will
result In the need for a new soil and site evaluation to establish a sultable replacement area. Replacement systems must
comply with the rules In effect at that time.
* A suluble replacement area Is not available due to setback and/or soil Ntnitations. BanflnE advmwes in POWTS te chn&P
a holding tank may be Installed as a last resort to repim the failed POWTS.
0 The site has not been evaluated to Identify a suEtabte replacement area. Upon failure of the POWTS a soil and site
evaluation must be performed to locate a suitable replacement area. If no replacement area Is svailabie a holding tank may
be Installed as a last resort w replace the failed POWTS.
O Mound and it-grade soli absorption syswms may be reconstructed In place following removal of the biomat at the
Inflivative surface. Recorutruatons of such systems must.comply with the rules In effect at that time.
< <WARNING> > ,
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT
OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTNK1 TREATMINT TANK UNDER ANY CIRCUMSTANCES.
DEATH MAY RESULT RESCUE OF A PERSON FROM TI(-9 INTiRIGR Of A TANK MAY EE DIFFICULT OR
IMPncctnt F.
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name ,. Name
Phone �s -_ j_ y Phonn
SEPTAGE SERVICING OPERATOR PUMPER ) LOCAL REGULATORY AUTl10RITY
Noma A�ncy 5�= G ro ' o
nf
��s- -
04/05/02 FRI 08:07 FAX 651 439 3417 AMERICAN CLASSIC HOMES 1J001
From; Todd Featherston" Td! JeR Date: Cad F W7 0az Firm: x :v
u; o Pm - - -
SErm TAwK mADMWANM lhGR�`
AND
OWN=Mf MTIPIOATION FORM
Ownedguyer
1VL ft Address O. a,c 4/ 3 �, i4 s i.✓6 S 33
Fropaty AddrM �$ a S� Ll� tvs Ail .
(Vciiscation =qWm d from Pla=' ► Depart fit mew► eaa
Cip►1Sudt: Poy �fc%l [ Pat�i Ldemdao Nutttba
tZGAL DESC
Pc+opaity Iaacafioct Ste' t /4, !�. see. .. T ai_ j `�ww. Town
C atMed SWWY Mxp # Yom - Page #
Wtr -nmty Deed _�' c� �.., vas #
�f 7 1-
Sow hatus ■ ym O no Lot Omni i&%gUh*b w, yu O• w
Kam
anew of
out ilre Serom ew* e.Qy do* yeas ar t� jfs eededigr ,g geeaaed,pes. Wha Yo" wt iso tht: tq+k
an tdrest des fmotilm of to up* W& W r ftnu alwan a ut ft sms6e 8t ood -
ZbC paVptety awma to s� to SL � V T D 1 ° • *' aio m a a �
meseerphaa joa p 4 clrav tmedp w- i
him g[�j.�rx;ttvoetiaadap•Cd' his wss dm v3 an.rA■-
Llwf. do sow ba s mead the abore sagamraq am and spade a moidide dw rim" WWW&WMA
sat � Lewin. as arx 6x the Dep�aatt oiGo�ne�ae and thz Depaataset�ati+iatnd Rvoaao+a� Sna at'1Ks000r�
tLapt yoo! =fie bas asainb®edntme 6e ooeo�leled andzsm+aeA lb dta St. CZAK CbmW Zones
tbmo y= espira600n dtt--
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DATE
cw APP
I (we) amsfy that an suftmam on dds tam we tame to the boat o i
do p aMaity dc=bW abovr- by trWW Of s ► deed taeotdod m of Deeds t ?hoc.
$[c�tA . of APp - — DATE
•«s««« A that is mbAqmement mmk Imip-lypamitbjfts +eaeioe4by06mZ D ****"
'* Duetude with tltts aeppteeatioa: a tamped • amwty deed flat of Deah offiev
a cagy of tha catiCted surrey aatp if rea ma is mode is film wrstssaty load
1
04/04/02 THU 11:50 FAX 651 439 3417 AMERICAN CLASSIC HOMES 001
Vint! I STI PAI;4 75
KATHLEEN H. WA S f{
STATE BAR OF WISCONSIN FORM 2 1998 REUISTER OF DE DB
WARRANTY DEED �T. CROIX CO., wi
RECEND FOR RECBO
Dwimmt Number
02 - - 2068 10130 AN
This Dwd, madeaotween -- --- -. WRANTy DEED
E><
C roy Development Corporation, a r(itytet3 T I
0ta CarGOr 0t18n R ItP MPY FEE;
Crarnor, DPI rv'
a „p AmAricdn C1a4es:in 33Amea�7,T�[,'_ .- -•'_ —"- A TfiANSi'ER i FEE 299.76
E''ORDT?IG FEE1 11.60
i
1; G ranee.
Cratao4 for a wivaHe eansndemcion. eonveys and wasrrnts to Crodre the Iailowena
j i desalhed to St. Croix Couny.State afWiseatun:
! Lot 93 of the Flat of Troy village 2nd t " e �' °, "" _ .,__.._.. — •��
Add n the Tom of Troy, St. Croix Couatyr NaxwwWAelvnAddress _.._
Wisconsin. American Ciassic Homes, LLC
PO Box 4143
Subject to Decciaratione of Covenants, conditions and Hastings, MN 55033
Restrictions for Troy villager rewrded in Vol. 1241,
Page 256, as Doc. No. 559964, and the Declaration of
Calf Court, Covenants, Conditions and Easements.
recorded In voi. 1241, Page 301, as Doc. No. 539969, q
040- 1239 -30 -000
all as appearing in the office of the Register of Deeds _ )
for St. Croix Caont on
, Wiscsin, and such other "�" ow -um0n N
easements, restrictions and reservations of rewed, Tltls is not hwnmtced progeny. 1!
or in use, and the "Buyer- obligahions contained in (14 (i■nut) €I
the purchase Agreement for this lot• r
t+
I
Fas"ons b ova XvIoe5; I•
i
Dated this 7 011 day of _ V FLh " Cy 2002
� / 4
�f (SEAL) �eAw i
:I
• Charles S. Cook, President I
Troy DewlopTant Corporation F
(SEAL) — - - (SEAL) tj
1'
AL1TH$NTICATION ACKNOWLEDCMPNT d
Stgnatwa(s) .,,.� wrinosata
State of w*FwwEn6R
county, u.
PCROhB) Wale Wore near this di d
aufhen(lptad Sias �„� day 0/ __ b Y
t}le above named !
lea 9. Cook, Pre a dent i
Troy Develamo-t Corporation
i
i
TrLLE; MEMBER SPATE BAR OF WISCONSIN 10
me known m he the tt
(If not. _ peseon __, who acecuted the raegotn8 'I
authorised by $706,06. Wis. Scats.) Insautnehc and adenotrnedge the sarne. ,
THIS INSTrryJM1ENT WAS DRAFTED Ov 4
E•
TROY DEV1iYnymEtT C()RPQRATIoN R ick A. Johnson
-- Notary Public. SN" -d-I ,awnsirMnoka County, Minn.
Charles S. Cor k, �pr esidelnt My eannHji"ri ts Nernwnent, of not, suit expiration dale:
(Slgnnuros may q MWIGnekated or aeknowtadleo, Both are n0. January 31 Y006 _f
nmuar 4
•
N.- arp.•.s.. rp4w w any MOM17 "m k b "I w gnaw W4a, •h.v **wan,
STATE BAR OF WLSOONSIN sM fh. we.
WARRANTY DEED FORM N•. 2-1999 A=A.M1M1 .t
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Judy Olson
Subject: Featherstone /Am. Classic Homes 405017
Location: Troy
Start: Fri 9/27/02 4:00 PM
End: Fri 9/27/02 5:00 PM
—/� Recurrence: (none)
Kevin ` r G
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Troy Village lot 93 ll� rq,� J �Q) . C�k�t --
SE NW 19.28.19.1344 (,
280 St. Andrew's Dr
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