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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Count$t. Croix
Sasety and f'�ildings Division INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitar3,3ggielo.:
Personal information you provice may be used for secondary purposes [Privacy Law, 505.04 (1)(m)].
alkato1k6 e: I ❑ city ❑ viliffilaricrailh1Ship State Plan ID No.:
CST BM Elev.: Insp. BM Elev.: BM Description: Parcel aalq.: 106 _90_00
1 i, 3 0 e r f - 3a °lirJ., a Gc /o-e � ° sue{
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic 5t,✓ -_ I Z OO Benchmark J3 lat.( O ? 9_5
Alt. BM
Dosing , Is /0, z (
_A 61--) Bldg. Sewer ,5":6 fS 5 Q
Holding St Ht Inlet t. VS I ( S
0 TANK SETBACK INFORMATION Ht Outlet , 31
TANK TO P / L WELL BLDG. Ventto ROAD - -
Air Intake
Septic '(S-01 > t f ' NA 9t— Sattam
Ming NA Header / Man. 24, o 1 Z- Sd
Ae 'on Dist. Pipe p 7.< 1 3,r
Holding Bot. System 10. ZZ (fd• FP
PUMP / SIPHON INFORMATION Final Grade Y 2-5 r:1. 8"
St cover
acturer Demand
Model Nl
0 H Lift Friction L I e S s . TDH t
Forcemain Length Dia. Dist. To Well
SOIL ABSORPTION SYSTEM 1 c i„ s
BED / TRENCH Width Len th No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS r 3 y DIMENSIONS
LE r - . `G Manufacture
SETBACK SYSTEM TO P/ L BLDG WELL LAKE /STREAM /�_
INFORMATION Type Of > + r y Mo rn eer r
System: L',y,, J /Sd I � / OO
DISTRIBUTION SYSTEM
Header /Manifold t/ Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake
Length - 32 Dia. 7 /' Length p. 1 ,5 -
. / Dia. - Spacing 4''7' >S
1
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. � 9S
inspection #1: I / Z // 6/Inspection #2: / /
Location: 726 County R ad N, Hudson, WI 54016 (NW 1/4 NW 1/4 35 T29N R19W) - 352919423
1.) Alt BM Description = Sr P L i wt// 4/4,M,,- I) rf ore r- Owr.er - S tver 5 47/ A `",,
2.) Bldg sewer length =1.--4. t r� &:s1 sy s{i , Co %I tJJ Je
-amount ount of cover = > E et t a4 4 e �( r / S . / w , !( le awr- ive
?)h6,,,:, et7 v 5 tuert %ti �4./ a..- 1 Cki..Jer- / �t'vc l i t ^ Qf� .h
' jr 7r� trd. Wi1-h- hle ,15 W insF2`/ `/ More g& 40,1 li s`
Plan revision required? ❑ Yes ($ No `
Use other side for additional information. � I M MI c2 -,-,A.4.-I
SBD - 6710 R.3/97 5' ( t Inspector's �i nature r Cert No /, Qj0',
( ) 3/L �� i L a +�l 7 Q,�t . - 9�- `q tN Grit- Yz` - we 4i dt '& "Ti 1 e
p o poi -CNT S /zE - v11_1'4,7,
I�� 1 ,� ! ) s1atc uIr7icu.)
Attach complete plans (to the county copy only) for e,'. em, o I I of le -1/2 x 11 inches in size.
County's t 6/z State Sanitary Permi Number ❑ C ec_ " revi t ' 't • s applicatio6 State Plan 1. D. Number
I. Application Information - Please Print all Information ' to 0 t - ' Location:
Prope ' Owner Name
p t.7.1::' ' k�'�' , . ., Property Location
0 e 12 t d - C y 1 l G v∎ C � � % •.•. IV 14/4 61 14/4, S 3s T Q 01, R W
Property Owner's
£
ne_r's Mailing ^ Address •�R`, . ltd n,,,. ,/ c .„:; , / ` Lot Number Block Number
/ /1 W . t /( 'q i. e r-'_
"
City., State Zip Code Phone Nu : - Subdivision Name or CSM Number
Ni4 4S 4./t1 w. cL / 0 /Ce ( 9/ p i ----- 16 - - VG /5/ ,-�
II Type of Building: (check one) L/ r , <S t � < S a•6w�t" ❑ City
or 2 Family Dwelling — No. of Bedrooms: f ❑ Village
0 Public/Commercial (describe use): Town of , J
0 State -owned k l L/ (� -S o ,-
III Type of Permit: heck only one box on line A. Check box on line B if applicable) Nearest Roa r ," 1
,C, 1 "
A) 1, t 'N- _• 7 em 2. Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s)
System Tank Only
1 Existing System 1 02. 1 / U 4. '- 9 0- fi 60
13) Permit Number Date Is � ���
❑ A Sanitary Permit was previously issued 33.5% ! •
IV. Type of POWT System: (Check all that apply)
Non - pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland
❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
❑ At -grade ❑ Aerobic Treatment Unit 0 Recirculating ❑ Other:
V Dispersal/Treatment Area Information: p .' (b ,1- _FA c t t >11 yrs)
1. Design Flow (gpd) 2. Disperse a ),. f 3 Dispersal � a 'Z . Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade
Required roposed l"91 Rate (Gals. /day /sq. ) (Min. /inch) Elevation
a te ` , 6 I 9v, U q6i,
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 _
r e. E.---- J � DO CI--- ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑
VII Responsibility Statement
I, the undersigned, assume responsibility for Astallation of t OWTS shown on the attached plans.
Plumber's Name (print)e.., Plum. s Signature (no s : MPIMPRS No. Business Phone Num r
c 1 -- d .e cct , - t ' c 4 9 2 34(7 5._ 2/5- ‘ F� - S/ 66
Plumber's Address (Street, City, gate. Zip C.,
— 0 ` 6 f cl. o L„ i Ith m c<, ((c Lc./,' s-(( ° 2. P
VIII County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issut Si a re (No stamps)
IX Approved ❑ Owner Given Initial Adverse Surch a Fee) <
Determination V ? f t I 12 Ze0 ‘
IX. Con p royal /Rea ition of
- - E � t r • • ns for Disapproval: C.A4. 1 eQ;e � ce. in f k ; x sl-a.Q.Q - fn
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f cn o n ommerce SO'EVALUATION REPORT Page of 1
uildings
in accordance wi Ga 17n' "85, s. B)rn. Code , " '�,
�"n unty
lli complete site plan paper not less than 81/2 x 1 m es in size `( i't i° C
t > ST • L \74)\...X.
include, but not limited to: vertical and horizontal referen c nt (BJI4) direction and . P arcel I.D.
percent slope, scale or dimensions, north arrow, and to trort(and distancelio eaes t road. � ) 0 Z (� l 6 , n _ pp
Please print all informai�on:\ Sr eFloi 71 �t eviewed by Date
Personal information you provide may be used for secondary pu ses'tpriv g 04 (1) (m)). fi
Property Owner Prop Lpea
RO$EN (-IVY L`. ZV.SI - 1K)E 1.n.)R-KO # Gevt- 64-+'P' ) 1/4 Nw1 /4 S 35 T t9 N R l E(or()
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
Z 6 C -" `I —
City State Zip Code Phone Number ❑ City ❑ Village 0 Town Nearest Road
vbsav 1 wi 1 sg ( 3 Fs - b -Q6It A SOki cam-',v
a
21 New Construction Use: [a Residential / Number of bedrooms y Code derived design flow rate b00 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material 6L.f L'f'St, oUT J -S !4 Flood Plain elevation if applicable K.) P., ft.
General comments
and recommendations: . 7e.. � m)v) [ p 4 C- 1 L � - yp.i.e.E.4 3 ,e.... g1 :is ' Lok1G w L J14 \3 UN1r-s QF
1 G/A QP1 C `)ti{ S 1 LvcL4 eNiv -)r3 .ms Pee ce
1 3 - 11 - 13,1-1. o > L eQus 3� t -- L�zEv . 90 . 0
Boring # ❑ Boring
lyj Pit Ground surface elev. a-4. 1 ft. Depth to limiting factor ? I Oa in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
o -9 1D' -LIZ3 ! Z - Si. I z � 'f- es - - s -16
g -ZA 10`1 R 31(
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_ GV • S - EN
3 Zn 3v "7•3`iR 'LL - Grs 1 1d -31Dk NIA U41-- ccv -LI -
t ...37.-71 Z - LS Lim vLL _ 1. e S 1 c. sbk ww'fi- Gg - . Li .
5 - 21- -10$ I ty-t sic. _ ` 0 Sg w. t - . g . I
+10.0
Boring # ❑ Boring
--- ® pit Ground surface elev. 01 S • ' ft. Depth to limiting factor - 2 1. in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2
) b -' 1b` -1.. 3!Z - siJ 'L`-b1z w\,`'., Cg . S . 8
Z - Lq 10 2 31(, - • si.1 Z bk M. c - . s - $
i at -s I S `i rL 1 s o Scs Hn 1 6_S - •-1 L- 2
SI -1Z 1.S41R(116 R-S lesl)k< rnv`-Ir ccs - -LI .V.
s oz S 1 out rz.s16 _ ' - o S rvl 1 -_ . S 9
63 (0/ 99.E
Effluent #1 = BOLD, > 30 < 220 mg/L and TSS >30 < 150 mg /L * Effluent #2 = BOD, < 30 mg /L and TSS < 30 mg/L
CST Name (Please Print) Sig ature CST Number
Arthur L. Wegerer C)\- S 3 220254
Address Wegerer Soil Testing & Design Service Date Evaluation Conducted Telephone Number
421 N. I•iain St. River Falls, WI 54022 3 -29 -0J 715 - 425 - 0165
\ IMP
Property Owner 1 Parcel ID # 0 -- 1 1 b 6- 9 b_600 Page of
of 3
l Boring # ❑ Boring
® Pit Ground surface elev. a 4 ..y ft. Depth to limiting factor > t 0 3 In.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 O —$ 1D`- liZ — S1 1 -2 -`P - 3 6 . z. Wi - L° S — , s •
Z 8 -z(3 )(Y-Ll).- /6 — si I z-Fsbk h (- Li - • s -3
2.6-4i -- .s -i rz. Wy - s I l csb k m y - fl- -S - .L4 .1„
t. ail -101 -- ).s , tp_yl6 Ve--s Iesbh lmvfit- - .0 .lam
s � -g g8"-
Boring # El Boring
❑ pit Ground surface elev. ft. Depth to limiting factor In.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary ' Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2
Boring # El Boring
❑ Pit
Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
• Effluent #1 = BO; > 30 < 220 mg /L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777.
56D4330 (R.6(00)
•
PLOT PLAN Page 3 of 3
Scale 1' =LJO '
pin 1106 - ct D:= :000
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CST Signature Date Telephone No. CST No. Job N0.
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).
Table 1: System Design Specifications
Sanitary Permit Number '3j.3 12 (o
Number of Bedrooms
Design Flow - Peak (gpd)
Flow - Average (gpd) 6 4(50
Septic Tank Capacity (gal) t'0 260
Soil Absorption Component Size (ft • 3
Type of Wastewater Do' estic Un -1° �5
Table 2: Soil Absorption Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow - Peak (gpd) )2402/ ? r
1 d'C`- c v kS
�i s ,
`ev
Maximum Influent Particle Size (in) 1/8
Maximum BOD (mg /L) 220
Maximum TSS (mg /L) 150
Table 3: Maintenance Schedule
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
Septic 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 filters, hall be cleaned as necessary to ensure
proper operation. The filter cartridge should not be removed unless provisions are made to
retain solids iri 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 Tess 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 septic or other t reatment or holding
tank for
any reason without being in full compliance with OSHA standards for
entering a confined space. The atmosphere within the septic or other
treatment of holding tank may contain lethal
treat g y gases, and rescue of a g
person from the interior of the tank may be difficult 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 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
Plantings of deep- rooted trees and shrubs directly over or within ten feet of the
component should be avoided since root intrusion into the component may obstruct wastewater
flow.
3
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
OwnerfBuyer obe(+� a,�l tc_�LS- -:tie 00.7(6YN
Mailing Address f (7 t, C
Property Address I A CIS Csvl 5 0 /
(Verification required from Planning Department for renew construction)
City /Start; Hit / k dS o Parcel Identification Number , U 2 v -- ) l v j aG c'
� ( +
LEGAL DESCRIPTION
Property Location N to 1 h, f+��4./ %,, Sec. 3 T P N_K W, Town of F/t d ` `'� .
Subdivision , it #
Certified Survey Map # , Volume , Page # , Lp
Warranty Deed # C if 12 O , Volume 1 S(c ( , Page # �
Spec house ❑ yes no Lot lines identifiabley yes ❑ no
SYSTEM MAINTENAN CE
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance
consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certificatiou form, signed by the owner and by a
misterplumber, jounieymanplumber, restrictedptumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
liwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
da of the • e year expiration date.
fI � t�!
te / / DATE
SIGN TORE OF APPLICANT
OWNER CERTIFICATION knowledge. ) am (are) the owner(s) of
I (we) certify that all statements on this form are true to the best of my ( our ) k owlcd g' I ( �c e
the property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
eee, DATE
TURE OF ' LICANT
* * * * ** Any infomiatian that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. **` * **
** include `Sith this application: a stamped
tbe �� i deed cy map if Deeds
rcferen s made in the warranty deed
0
• STATE BAR OF WISCONSIN FORM 1 - 1998 6.3
WARRANTY DEED KATHLEEN H. WALSH
REGISTER OF DEEDS
Document Number VOL 1561PA, 448 ST. CROIX CO., WI
RECEIVED FOR RECORD
This Deed, made between U'k.1C f , L O &X 4_ CI,/ IS/4- 11-21 -2000 11:00 AM
• ` t ( r� e t i fi, (.C.�art o h -- WARRANTY DEED
-- - - - -- EXEMPT N 17
Grantor, CERT COPY FEE:
and a ;73 Lt..) l )cxAn.7 4' !Yl ((,I5 7T1 j COPY FEE:
..0._._ Ines W
TRANSFER FEE:
RECORDING FEE: 12.00
L l A• I 4-u ' ....' PAGES: 2
, Grantee.
Grantor, for a valuable consideration, conveys to Grantee the following
described real estate in ' • CrO a X (Lr a /1.4 V__ County. State of Wisconsin
(the "Property"): � Recording Men
Name and Retum Address
,j;ier -f W (,Q k cx o %1
csee. al-.4-4 tk �<Q D e 5c rl p / ds��, t�� Szl6l�
. f / rJ g / �u t
0.3o - /o7a - lap-cov0
� F¢ I S I 1 oaD- (077- oo -c)0o
1 t .S (A) ([ f r ca Lt �I 1 Parcel Identification Number IPIN)
r c r l .� fa � . This I S homestead property.
` fit 1 5 7 w \ (I.- � �y (is (is not
Ce- cord4i.Q .. .19 1 11 ( ,
oa ra °o
Doc.« „,u9 d S31 39 7 oao- no‘ -026 ° o
0o1 11 , P4h'' 33 oao- Ilob - go- 0
ooto Uo6 9 o - - `" °o
0 o1O - / /07 l v_ 0 °0
0 d0-110'7 -3° —°c' 6
Together with all appurtenant rights. title and interests.
Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except
Dated t . ' . & O o ynk>e r day of 4 W f) A °� , ,, .
/ (SEAL) r///(��,�ir� ji9 yi (SEAL)
. '--"ktt i LO. O.)a,xoy7 Q (ice llk O'1• Li.) xoy
C/ t-c,. (l t i (SEAL) (SEAL)
•CACI:5 - 14 e. A - l,J ,ck
AUTHENTICATION ACKNOWLEDGMENT
Signature(s)
State of Wisconsin,
d /� Ss.
rn i f J County.
authenticated this day of Personally came before me this 44-C-2 day of
/0(id')n . ,--.1On0 , the above named
s,
■I . / , d
TITLE: MEMBER STATE BAR OF WISCONSIN to
(If not. 0IIrF/Iprwn to be the person who executed the foregoing
authorized by §706.06, Wis. Stars.) 4 .:;: ,'Bnstrnui$nt and acknowledge the same.
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THIS INSTRUMENT WAS DRAFTED BY * -- , It; ...Au r� . , • i •t s f' d_ € - —A' - (1,—). d'? vi ar Q e 4 `■', ... i • AL i
'k 'k 1+! c ublic, State of Wisconsin
J nimission Is permanent. (If not. state expiration date:
(Signatures may be authenticated or acknowledged. Both are not ��_ 00?-- .)
necessary.)
' Name of persons signing In any capacity must be typed Or printed below their signature.
1 STATE BAR OF WISCONSIN Wisconsin Legal Blank Co.. Inc.
WARRANTY DEED FORM No 1 - 199B Milwaukee. Wis.
voL 1161PAGE -35 -
vU4H61ipm, 9
I n Section 27. Town 29N, Range 19 W, that part of the SE 1 /4 of the 5E1/4 lying
South of Interstate Hwy 94;
In Section 26, Town 29N, Range 19 W, the SW I /4 of the SW 1 /4 lying South of
Interstate Hwy 94;
In Section 35, Town 29N, Range 19W:
the NW 1 /4 of the NW I /4 except that part deeded to St. Croix County for
Roadway in Vol 1004. Page 468;
'the NE 1/4 of the NW1 /4 lying South of Interstate Hwy 94;
the NW I /4 of the NE 1 /4 lying south of Interstate Hwy 94;
— the NE 1 /4 of the NE 1 /4 lying West of Kinney Town Road and South of
interstate Hwy 94;
—the SW1 /4 of the NW1 /4 lying North of County Road N except the part deeded
to St. Croix County for Roadway in Vol 1004 Page 468;
-the SE 1 /4 of the NW 1 /4 lying North of County Road N except the part deeded
to St. Croix County for Roadway in Vol 1004 Page 468.