HomeMy WebLinkAbout020-1353-27-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division S anitary Permit No:
INSPECTION REPORT 374931 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:
Stout, Richard Hudson Township 020 - 1353 -27 -000
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range /Map No:
� . b
1 100 Ib ' I CST A3 / 36.29.19.2027 /
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic n t l 2 Benchmark ) — 0. { TD
�p lop f
D 1V` Alt. BM r � t
Aeration Bldg. Sewer (o -SS 4. •45 )7.-. S
'et. 3
Holding St /Ht Inlet I
fO S'8 .8d
St /Ht Outlet
TANK SETBACK INFORMATION 7 -2 gC•( / /
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic �/ .. �� I 13 / Dt Bottom
Dosing
'- - _ 7- 3-2- gg I I
Aeration Dist. Pipe ^7
Holding Bot. System
----') 3.6g 27 -2-2-
Final Grade C 4
PUMP /SIPHON INFORMATION enAitko-Q)
Manufacturer Demand St Cover
_ GPM Itt..95 qn • 1
Model Number
TDH !Lift Fria -, oss System Head ITDH Ft
Forcemain ength Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
BrEOg�RENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMERSt9NS� f [ I b i6v,4iL) (2 )
SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHIN • M. • . - urer:
INFORMATION CHAMBER 0
)
Type Of System: , 1 1 UNI ,
C • 25 ti Z5 -- G O el Number:
DISTRIBUTION SYSTEM
Header /Manifold Distribution u x Hole Size x Hole Spacing Vent to Air Intake
'' / '' Pipe(s) 1
Length 1 .° Dia "T Length 110 Dia ` f Spacing IO .0 -> 2 S /
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
0 Yes 0 No Ei Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: I1 / ZZ / Inspection #2: • / /
Location: 674 Hillary Farm Road Hudson, WI 54016 (NE 1/4 NE 1/4 36 T29N R19W) Cottonwood Ridge Lot 27 Parcel No: 36.29.19.2027
1.) Alt BM Description = Se ,--"{" - ca,.e.— , ,.•,,,..tGr+-(4 Vitt . s•i.5
2.) Bldg sewer length = 13 ,v 1 �' „ 4 -1'1° Z^ 19.01
- amount of cover = 1_,,M1 IA .4 18 f ° � " ” ry t (0 P� ) \ gs = 4. fio
3) Sk( Sle-w. t�,el v, il.l 1,i c,•�' A. a ,...etc qt 42 a1m.X SYS� ---
0 Dtosprv.t.i.A . MO C,ew• • . .,
Plan r evision Required? A Yes X No 0 1 411 r-7i
Use other side for additional information. I / ' ter _ , .._ - : A_ _ b
SBD -6710 (R.3/97) tee C_aik.i Insepctor's Signature Cert. No.
- (� .K.,
Sanitary Permit Application Safety & Buildings Division
In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave.
Vlsconsin reverse side for instructions for completing this application PO Box 7302
Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302
P er
Department of Commerce [Privacy Law, s. 15.04(1)(m)] (Submit completed form to county if not
-{ -- state owned.)
Attach complete plans (to the county copy only) fo e mb t papelhgt less than 8 -1/2 x 11 inches in size.
County State Sanitary Permit Number ye Sion to p,#waisapplication State Plan I. D. Number
Sr cviv , r X 34-A-03/ r
I. Application Information - Please Print all Informatio f' { ' Location:
Property Owner Name .- Property Location
R — l2Cd ral S'-® IA-7— n L 1 /4,U� 1/4, S Tay,N, k'YE (or)
Property Owner's Mailing Address _ ; Lot Number Block Nu
-7' r C' RC); x
L3 S3 a1�7`ujree it t , CO ,, ...� � i a7
City, State Zip Code ` \•' .'P�io t ► 6v FICE , / Subdivision Name or CSM Number
��sc�S�,v le.) < ,, \ 7
\ `
II. Type of Building: (check one) � ❑ City
.�-�
❑ 1 or 2 Family Dwelling - No. of Bedrooms : ❑ Village
❑ Public /Commercial (describe use):_ I�Town of
❑ State -Owned /Vu- A .fc.A)
Nearest Road
Pal Tax Number(s) o2 , w V1-aut
III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) "'L. 291,11.20 21
A) 1. - New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to
System System Tank Only Existing System
B) Permit Number Date Issued
❑ A Sanitary Permit was previously issued
N. Type of POWT System: (Check all that apply) — iol.ek '. A ` 100 ' '. '
(Non- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland
❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
❑ At -grade ❑ Aerobic �rea ent Unit ❑ Recirculating ❑ Other:
V. Dispersal /Treatment Area Information: ivx(. tb ( ( 1 (D •4. 2 - �.^e -w-�. .= 1246 '�' g�.ie.k>
1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. ystem El 7. Final Grade
Required Proposed Rate (Gals /day /sq. ft.) (Min. /inch) r7. ad Elevation
9av A? FS 7a .9,-- , 7 ,�
tee - GO 90- ao
VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing crete structed
Tanks Tanks
& ❑ ❑ ❑ ❑
_Sept, c. PC 2doe / /01, ,dis7;-
❑ ❑ ❑ ❑ ❑
VIII. Responsibility Statement
I, the undersigned, assume responsibility for installation of the POWTS sho tthe attached plans.
Plumber's Name (print) Plumber's Signature (no stamps): `."' RS No. Business Phone Number
f , i297,9d 7 /S- 3re_ 3/'g/
Plumber's Address (Street, City, State, Zip Code)
/6 sc0 t Rd x 90..1) i4.); ■6"
IX. County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps)
v Approved ❑ Owner Given Initial Adverse charge Fee) /-
Determination . / - 5.2.oto 4+ . -Y4A /'- -. _. _
X. Conditions of Approval /Reasons for Disapprove):
-t C S 4 w....A" a sp 1 W . L. aua.c�- �. +-.. e-,,. * -L . d�
A, . .
t-4-4- •
z
;s "�°v ∎-•, ; r;f + °S
f -
a 4-c,_ /
./ gym/ Ala , /,:v /o''as! /Da. ° A
`1n,? /014 .t7' Ad'4l
`Y
® a n
•
0 o u ` 60
Y
• v g y b�
g
�° 4* b ,
7b1 r jod 4.e- of
i a or
•
P H•f-•
79' 94' r/( 77d a
r
°) / -' `)0°t' ( to i N • i A. tk. c „ .
Wisconsin Department of Commerce SOIL F,)/ALUATION SPORT Page / of 3
Division of Safety and Buildings / '\,- - ti , , %\„,
in accordance with Co rT*•Wis. A. CC Code " /]
, ty
, /
Attach complete Site plan on paper not Tess than 8 1/2 x 11 i tSLs. (n size.} jk>t41.;.r �1 l rn i r A
include, but not limited to: vertical and horizontal reference ' t M), direction and parcel I.D.
percent slope, scale or dimensions, north arrow, and locatio an4 distance to nearest t
c- , r 1 Reviewed by Date
Please print all informatio : -
Personal information you provide may be used for secondary purpos t (Pryacy Law, s.I.8 4.(�j (!n)). c)jJL4 . 1 k -2q- 2)
Pro perty Owner r ' l apertyt cation .
/ ,[
h IG�G,1 s �-�- \/ ti 16P II '(l4NF 1/4 S 3{p T z� N R 1 E (or
Property Owner's Mailing A d ress 6a ti, Subd. Name or CSM#
13 3 14-wa. mkt-,.. �-'� .. ... ev ++or•w Q c1
City State Zlp Code phone Number ❑ City ❑ Village [JlTown Nearest R6dd
i't)riSn r 1 c..) t 1 g 1 (7ff >S'y9- 6 7 3 ( 64. r-/Sori 1 4.1lmry ,farm M
51 New Construction Use: 12 Residential / Number of bedrooms CO Code derived design flow rate 9Or1 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material 00 Flood Plain elevation if applicable /r'� ft•
General comments S ySI wt e It- v- ? - 7' Z O Gocc,•er % • 6 d
and recommendations el-e- u" it,` !o .(90 1-0 w-e r f,6, d
I Boring # 0 Boring /
l
g.-p Ground surface elev. en° ft. Depth to limiting factor / in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 /aye 3 /Z- S G /.13 /,1L 114-CIr c..S 1 lr-4 I ` . ‘
Z (0 teyrWY -- 3:i jrraJ4 tri-c c C — . ,S" . > . S
3 */ efr 16yry /6 — in S 0 s3 w 1 _ — • 7 1. Z - 3- .
at-$- e ca- 96.60 , ,�Q L. tawua4C rt ► 'N -tom V-k�'
—�� o -2 0
Boring # ❑ n Boring
L�
PI Ground surface elev. 9 G 4 ft. Depth to limiting factor /SS in. Soil Application Rate
r
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 6°l6 lay r03 -- L s /msy srt.gr c !tie , 7 / z
Z J # -t38 is /6 — m • l .z.._ .3--
,
,
%. -6o6 aii- dry •
4-$ /0 if 55: 27/q1.2-‘) ' o'IL
* Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L
CST Na Please Print) S' to - re CST Number
/Y �R'yYj .--->c_ c `( uwta. ke t om- Z S j3 °q
Address Date Evaluation Conducted Telephone Number
z((3 ir° �� S,. So t4 r.c-Q- Gvl _ ,SYC 5 F 7/,� =zy - y� C
Property Owner sA6 u Parcel ID # Page 2- of 3
❑ Boring �- U
3 Boring # p QJ. K Ground surface elev. 6J6 ft. Depth to limiting factor / / 9 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 a —I 2. IOyr 3/ z., r S L / h 5h V \-CC C S 1 lsC s'/ • 6)
z Jt - zv /oy /y 5 2mahk ttt.0 C S - • cS . fl
3 ii-off %orrf /lam — ms 0Sn m ► - 4 7 b z 1-
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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring
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/fg
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2
Effluent #1 = BOD > 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.
SBD-8330 (R.6/00)
PAGE 3 OF 3
NAME SOU 4- LOT# LEGAL DESCRIPTION,UF_ 1/4 Alel4,S,e,T2q,N,R lQ E (or)(®
SCALE: 1 "= (CO f
`J BM 1 ELEVATION /00 1
J BM 1 DESCRIPTION n � � ' (p " Ask v- �`
BM 2 ELEVATION qv. 8 - 3C0
BM2DESCRIPTION¢opo' Jaf -hu & round elev.
SYSTEM ELEVATIONtop $7 20 Gc,„sr it, 6
ALTERNATE ELEVATION -Jvp 060 /ewer 79
CONTOUR ELEVATION AJA
- r h e not i-ht i4Jor f - L - , •
•
4j
f
/ /1�a. •"' r _ yea
SIGNATURE Y. �/` mac- , - DATE Fc // QU
SOIL DESCRIPTION REPORT
PROPERTY OWNER 5 "fi Page 2 of 3
PARCEL I.D.#
Boring # H orizon Depth Dominant Color Mottles Structure G D /ft
9 Texture Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed . Trench
3 I 64 10yr 3 l z — 5L I n-bk ry1 Fr LS 1 4 ` .5
2 - 7-31 lOyr 51 2(nabk rte. 4.5 — . 5 ;
Ground 3 3)-11Y 10yr '114 n15 e.DS5 n,l c. .3 .1-
elev.
433aft
Depth to
limiting
facto Y i n . r 1e
1 I
Remarks:
Boring #
u -l* 10yr 31Z —" Si.. 1 n'wbk Mir c.S 1-C . ( .
`>7 2 ' IU y r `f � `1 — si I 2 me bk ry rC; c 5 – . s 5
3 18 -II7 lOyr 914 ms 05y ml c s - 1
Ground
elev.
92 ydt.
Depth to
limiting
factor
/Min.
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
Boring # 6-9 IOyr3 1 2 - SL l rrnabIL ry -G- (S I C . `t •S .
5 2 9 -31r l O y r y 1 L1 ` — 5 i I 2rnablt. rt ∎ L S – . 5
3 34-42b I() q / m,5 65 5 '-S
Ground
elev. -
��1ft.
Depth to
limiting 'lv Nb`d
factor
)2.6 ' Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
in. Remarks:
SBD -8330 (R. 07/96)
• 7 i,.•.._ _ j..ol .
$06 1-e t ": 20
nA :1 ; fiVe1.r. _
Cam(elcv. too -0
rya. : 1 t•r•i4."ei
Dnle ft-V• (Jc,• c) ■
S xsfr,...e.i•s..�. Gv e W�f
u( e rr 2,0
,4�t ale ✓. �c 1 If 700
6
D ,feh
,,,/crro.ctd
4
•
as
•
Cq
e
Qk •.
. 13
• p J
I ��
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 -),3_4q 31
Number of Bedrooms
Design Flow - Peak (gpd) 900
Estimated Flow - Average (gpd)
Septic Tank Capacity (gal) �aov
Soil Absorption Component Size (ft') 1286 1
Type of Wastewater Domestic
Table 2: Soil Absorption Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow - Peak (gpd) 2, also 3 , 2 StO 4 / 8
Maximum Influent Particle Size (in)
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 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
It
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 septic or other treatment 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 gases, and rescue of a
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
4
•
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
, FRAM : Schumaker- P1um.bing FAX NO. : 7153863121 Aug. 01 28 08 06:49AM P1
ST CROIX COUNTY
SEPTIC TANK ivMAI1'TTBNANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer R C-%
Mailing Address „� '
Property Address �fi 7 Cort LOO
24 7 ',l $.,
(Verification required front, Planning Department for new construction)
e, ■∎A ■ , Wi ' Parce Id entification Number O ,z 0 13 53 — ,-�T am r+-
City/State /Suite �- (,) 2.9 L Gmuus ltalem N. 4
Property Irocation.d� 1/4, .8E `f., Sec. 3 4, T� 9N-
R. if W, To of 4 -�s.� . b
Subdivision . h 11 • _ e . { ) , Lot # Z.
Certified Survey Map # _, _ , Volume ___, Page # Q 0 1 3�( Page S6 u
Warranty Deed # 9 Volume 13 +
Q._
Spec house 0 yes 0 no m t Tines identifiable 0 yes 0 no
VSTEM MAXNTEI� ..NCE
Improper use and maintenance of your septic system could result its its premature failure to handle wastes. Proper maintenance
consists of pimping out the septic tank evey 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. Qobt Zoning Department a certi&ation form, signed by the owner and by a
Master plumber, journeyman plumber, rest:doted plumber or a Licensed pumper ve' yin that (1) the on -site wastewaterdisposal system
is in proper operating condition. and/or (2) after inspection anal pumping (if uccessuy), the septic tank is less than 1/3 full of sludge.
1fwe, the ura.dersiped 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 sad 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 three year expiration date.
t / I / a�D
SIGNATURE OF APPLIteANT DATE
OWNER CF,RIXV+'JCA TI
1 (we) certify that all statements on this form are true to the best of my (our) knowledge. I (wc) am (arc) the owner(s) of
the property tiled a , by virtue of a warranty deed recorded in Register of Reds Office.
Q / / / 00
SIGNATURE OF APPLICANT DATE
* * *• ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * ** ***
** Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey trap if reference is made in the warranty deed
,1
VOL 1 o��r r�fi� /D `1'0'
590366
WARRANTY DEED �! � ,
3ie
f
+ 4 E C IS S OFFICE
j `'
Document Number. 1
FT. . CRiX eo,, W?
R....4 t,riIgrI 1
i - --
Return Address: OCT 3 0 1998 t
k 4,10 biz a : 30 p u
r, Reptyter of Coeds J
lik Parcel I.D. Numbe: (PIN): 042. 1088 -10; 042- 1086 -20; 042-1086-40; 042-1085 50;
042-1085-60; 042-1085-40; 042.1085-20; 020-1108-50;
020- 1108 -60 ;020. 1108.70 ;020 - 1108 -80
fe l
This Deed, made between Frederick G. Lenertz Land and Cittle Company, L.L.C., a Wisconsin
limited liability company, Grantor, and Richard 0. Stout and Janet P. Stout, husband and wife, as survivorship
marital property, Grantee,
Witnesseth, That the said Grantor, for a valuable consideration, conveys to Grantee the
- following described real estate in St. Croix County, State of Wisconsin:
il
1 NE 1/4 OF SECTION 36, TOWNSHIP 29 NORTH, RANGE 19 WEST, ST. CROIX
1 COUNTY, WISCONSIN THAT LIES SOUTHERLY OF INTERSTATE HIGHWAY 94.
NW 1/4 OF SECTION 31, TOWNSHIP 29 NORTH, RANGE 18 WEST, ST. CROIX
COUNTY, WISCONSIN LYING SOUTHERLY OF INTERSTATE HIGHWAY 94
EXCEPT CERTIFIED SURVEY MAP IN VOL. 1, PAGE 221 AND EXCEPT PART IN
VOL. 634, PAGE 138 AND EXCEPT PART IN VOL. 913, PAGE 201. t;
-f
4,
NE 1/4 OF SECTION 31, TOWNSHIP 29 NORTH, RANGE 18 WEST, ST. CROIX lle
COUNTY, WISCONSIN LYING NORTHERLY OF 65TH AVENUE AND SOUTHERLY
OF INTERSTATE HIGHWAY 94 EXCEPT PART IN VOL. 913, PAGE 201.
This is not homestead property.
Together with all and singular the hereditaments and appurtenances thereunto belonging:
__ i
r
•
.D 0 T SE TBA C —! I i _ •
1 , •` :� H.W.I.
TA'INHOME H.w. r l.= " 1007.0 99 - .
.
11 1
TWI ,,,. OME
TWIN HOME I
25 , 1 t ,,•
N 1 j 26 132.29,'.,so.Fr. 1
I I I
PI
��� . io
In
3 3.059 ACRES o y \ ii. ,.',€)
3 ACRES I.
133,270 SQ.FT. 131,187 SQ.FT. ;, 4 .4. \ ` • " °3 0 14 g
p �i i s 1 ii. °' 3
I it. I � � 'CO
I
to
I IZ 1 7'
i I
1 1 ,..• I r. N
I I
1 1 I W
i
11 - i N Z W
1
1
1
CO
Vii.
H 1 1 ; ij 1 7
cn
1p � •• � 'j. • j j ■ j
� W
�. ` ` .. ... .. I
- - 1 ...... .................. 4 •
-11 \ I / , � ,
1" -100'
niii■i
200 300