HomeMy WebLinkAbout030-2117-60-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Y
Safety and Buildings Division Count
St. Croix
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitar
Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). 574953
Permit Holder's Name: ❑ City ❑ Village ❑ T n of: State Plan ID No.:
Vieregge Construction, St. Joseph Township
CST BM BM Elev.: r Insp. BM Elev.: BM Description: c Parcel Tax No.:
✓
CST' wt L J 030- 2117 -60 -000
TANK INFORMATION ELEVATION DATA 9. ,30� fig, 6,�
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic �—� Benchmark
Dosing Alt. BM 5 - ( —
Aeration Bldg. Sewer
I
Holding St/ Ht Inlet
TANK SETBACK INFORMATION St/ Ht outlet
TANKTO P/L WELL BLDG. Airl to ntake ROAD Dt Inlet
Air I
Septic 1 o' 2 0' NA Dt Bottom
Dosing NA Header / Man.
Aeration NA Dist. Pipe
6•c
Holding _ Bot. System
PUMP / SIPHON INFORMATION Final Grade
Manufacturer emand St cover ti I o
Model Number GPM
TDH Lift L riction System H Ft
m ead
Forcemain Length Dia. Dist. To Well
SOIL ABSORPTION SYSTEM ap, ,`�5 0 .
EN Width 1 Length No. f Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 3 a DIMENSI
SYSTEM TO P/ L I BLDG WELL LAKE/STREAM LEACHING Manu a urea _ S
SETBACK CHAMBER v
INFORMATION Sys tem: Co�^o >-30� X4 — OR UNIT Moe mbe f
System:
DISTRIBUTION SYSTEM 3b r- L IL-
Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake
�i
Length �¢R— Dia. G4)
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over 7Bed h Over xx Depth Of xx Seeded/ Sodded xx Mulched
Bed/ Trench Center Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #10 /o 3 /cb Inspection #2: / /
Location: 317 144th Avenue, Houlton, WI 54082 (NW 1 /�r, SW 1/4 19 30N R19W) - 193019967 Whitetail Ridge -Lot 6
1.) Alt BM Description=
2. Bldg ewer len th = 20 /
g g w
- amount of cover = > c--N n — 4a�
3)24�1 kl! f
Plan revision required? ❑ Yes No
Use other side for additional infor tion. 1 0 ° 3 L C , O
SBD -6710 (R.3/97,,) nn Date Inspector's Signature Cert. No.
lam/ _
Safety & Buildings Division
`
Sanitary PP Permit Application 201 W. Washington Ave.
PO Box 7302
isconsin In accord with Comm 83.2 1, Wis. Adm. Code Madison, WI 53707 -7302
Department of commerce Personal information you provide may be used for secondary purposes (Submit completed form to county if not
[Privacy Law, s. 15.04(1)(m)] state owned.
Attach complete plans to the county copy only) for the system, on pa an 8 -1/2 x l l inches in size.
County State Sanitary Permit Number ❑ Check if revision p v la State Plan I. D. Number
VA, aroly, 3 9'S ��/ --------- ------
I. Application Information - Please Print all Information h tion:
Property Owner Name rj •IVf e y Location
r , 0. om .r r $I%/ A, S T 0,,N, o W
Property Owner's g Address U 1 20 LOLNuinber /� Block Number
p +"' ST cRcgk .tom :0 1CJ
OO
City, State ip Code Phone ZO NINGppFICE A uNmsion Name or CSM Number
4adsoq )J
�GL
of (o
.5 y c /s h
II Type of Building: (check one)- ._ 9
1 or 2 Family Dwelling — No. of Bedrooms:_ Cpn
• Public /Commercial (describe use): [Town of .�Q
• State -owned
III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road A A) 1. XNew System 2. ❑ Replacement 3. ❑ Replacement
of 4.. ❑ Addition to Parcel Tax Number(s) t �
System Tank Only Existing System 'PAXroF.
B) der Date Issued
❑ A Sanitary Permit was previously issued
IV. Type of POWT System: (Check all that apply)
ANon- pressurized In- ground 5 • jAQteW1Z Mound ❑ Sand Filter ❑ Constructed Wetland
❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
❑ At - grade 1 i ❑ Aerobic Tr tment nit ❑ circul ting the
Ca� 3 x 5 12- ; 2
V Dispersal/Treatment Area Information: D • 9 tr.n.Q i
1. Design Flow (gpd) 2. DispersalAajp&57 Dispersal Area GOZ4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade
Requir posed `00 Rate (Gals. /day /sq. ft.) (Min. /inch) 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
S
ep f 1 ,C1 b oo / 3bp / 10e rs .ew ❑ ❑
VII Responsibility Statement
I, the undersigned, assume res on ibility for installation of the POWTS shown on the attached plans.
Plumber's Name (print) ber's Si a stamps): MPROPRRN . Business Phone Number
Qtt G'.J: 64rincr 2Zs_ys1 71s- qz SSW -
Plumber's Address (Street, City, State, Zip Code)
118230 9Y5yJi 6f 'River Falls, LET 6(i
VIII County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps)
54 Approved ❑ Owner Given Initial Adverse Surcharge Fee)
Determination 01as - . M , �AAI - t�l
IX. Conditions of Approval /Reasons for Disapproval:
� X14 s�
aE- tr t - 6,e— Nne.4t'41� CAS �� Cr i �i Cot S
Plb n
Or, 4e-we
Tow k
w :�o s aw,a vo
�n �',•� f�� fov ; r1
t�A
4 0 7
M s4--LA
to U v er e 0 0 .., Ctwttsira o7 bat
r
Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Pag of
Labor ?rxf Human Relations g —
Division of Safety a B uildings in accord with ILHR 83.05, Wis. Adm. Code =
ICQU NTY
Attach complete site plan on paper not less than 8 1/2 41 k, hds iri sizs. Plan must include, but
not limited to vertical and horizontal reference poiuection and %' slope scale or PARCEL I.D. # ptT OF
dimensioned, north arrow, and location and n ' earest rd.
APPLICANT INFORMATION- PLEASE ALL *4R IgION R WED BY DATE
�� �vCCJJ
PROPERTY OWNER: PROP RTY LOCATION
EN Pf t-1 V \E7, J 6 199_9 1 "'.Q 114 S W 114,S T 3 O ,N,R E ( or W
PROPERTY OWNER':S MAILING ADDRESS • = ` Ix t0 BLOCK # SUBD. NAME OR CSM #
�Z o� �vt�wtElzt� S is ` C AUNTY — W1 �Z\ 6E
CITY, STATE ZIP CODE PA NUMB ITY VILLAGE EITOWN ' NEAREST ROAD
NvoSOtJ ; w 1 5 L 5 - �'`
Qq New Construction Use Residential / Number of be rooms - [ J AddibQn to existing building
[ ] Replacement [ J Public or commercial describe
Code derived daily flow - gpd Recommended design loading rate - S bed, gpd$ - L trench, gpd/ft
Absorption area required -- bed, ft - trench, ft Maximum design loading rate ° S bed, gpd/ft - 6 trench, gpd1ft
Recommended infiltration surface elevation(s) 0 1 S- 0 It (as referred to site plan benchmark)
Additional design / site considerations SU t -"�_ r6\Z 'TV_e ems o _ 1�
Parent material LO ASS av S fhvp 5 Flood plain elevation, if applicable tv A It
S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE AT GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable fors stem I1 S O U IRS ❑ U IRS E U I ERS O U ❑ S REU D S (RU
SOIL DESCRIPTION REPORT
Boring# Horizon Depth Dominant Color Mottles (Texture Structure Consistence Boturlapr Roots GPD /ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed rErrh
`SY �R C
n J O -l0 1 0`'12 3tZ S� Z�Sb rn`�j, C W - •S ��
Z yo Z� l 0 `1 2 316 5 r 1 Z�► Sbk m CS - • S _ b
Ground 3 zy 3S S ` es - • �! • S
elev.
st V4
Depth to ,
limiting _
factor 3 g y
Remarks:
Boring #
Z Z zz �o� rZ ��i, — sl J 3`Fsb>t w�'�►- �s • s - 6 I
3 LZ<3� S `ifZ 31y — GH J 1 CS b�rc Zvi V'F1� cg •Q = .S
Ground
el ev. 4 ft 3q{ 7)5_ 1 S
1 iZ sl6 — ' o g g y,,, — .
Depth to
limiting `� Z
factor
Remarks:
T Name: Please Print Phone:
Arthur L. We erer 715- 425 -0165
dress: -
egerer Soil Testing & Design Service -P.O. Box 74 River.Falls,WI. 54022 _
Signature: Date: CST Number:. Z
C. 1 11rt,� �l'7�� sn ��q -�7- E, - 7 -�5� 1 220254
I
1
PROPERTY OWNER V SOIL DESCRIPTION REPORT
PARCELI.D. nT• pt o�r,� 1pyti_10 Page Z of 3
Boring # Horizon Depth Dominant Color Mottles Structure
In. Munsell Qu. Sz. Cont. Color Texture Consistence Roots GPD /ft
Gr. Sz. Sh. y Rt Bed T
tench
R 3/� si I ZT 3b1� Y t-
Ground 3 2z _88 �.S Ll R- 3 /y
elev.
93- ft.
Depth to '
limiting €
factor
>
( I
Remarks: f
Boring #
sb� ,�-, �r� S - - (• b
-l6
Ground 3 31 -1[Z S`tfz 3L y — S� 1 �Sb12 h+v`Fp CS
ele ft. yz -86 1.S �2 3/ -
�
Depth to —
limiting
factor 6 „ �f�E. �F Y t .
Remarks: '
Boring #
z r�
>':' <:`>
3 Z-y -CIS � • S � R 3/ '
Ground _ S U
elev.
De F
plh to
limiting
f ?any •r 9z,y I
I.
i
s.
Boring o rn
9 Remark
<.:....<:::: <:<
Ground
elev. r
ft..
Depth to
limiting
factor
Remarks: _
r'rl fr'r'Inr(� •.r �• ..
PLOT PLAN Pa of 3
SCALE 1 "=
1
_ r
i
0 49�
tea$ z s� 1 h cg trL Rq
0 16M
y� ez. �oo.o' c►v s "�n��, 31q" b1A pi \cam wlLpffN
ll Z C,L. c t8'Z K oil K K l l < H
/ LOCp�1pr�1 Sh -;Tc�{
�4ST11
V
� K%VN T'
b _
t_uT 6 "7
Luz �_ 8
8
X8
1 41 s
715 ) 425 -n 5
CST Signature Date Signed Telephone No. CST #
Wisconsin Department Industry
Labor arri.Human Relations g SOIL AND SITE EVALUATION REPORT P N of 3
—
Division of safety a l3uildngs in accord with ILHR 83.05, Wis. Adm. Code
•
COUNTY
Attach complete site plan on paper not less than . 8 is � s in size. Plan must include, but
not limited to vertical and horizontal referencection and 0 /o bf.,slope, scale or PARCEL I.D. ff
dimensioned, north arrow, and location and est read.
APPLICANT INFORMATION- PLEASE ON REVIEWED BY DATE
PROPERTY OWNER: PROP RTY LOCATION
Ell Pr lV V \E1Z 1� GG ` Jl1 6 199 'GO 1/4 S W 1 /4,S V� T 3 O ,N,R E ( W }
PROPERTY OWNER':S MAILING ADDRESS • ix t0 BLOCK # SUED. NAME OR CSM #
� o� Nt'� '+�►fi 6 GOONTY
CITY, STATE ZIP CODE PA NUMB ITY ❑VILLAGE QI ' NEAREST ROAD
•
[� New Construction Use [)4 Residential / Number of be rooms - [ J Addition to existing building
[ j Replacement [ J Public or commercial describe
Code derived daily flow - gpd Recommended design loading rate - S bed, gpd/ft - b trench, gpd/ft
Absorption area required — bed, ft - trench, ft Maximum design loading rate • S bed, gpd/ft • 6 trench, gpd/ft
Recommended infiltration surface elevation(s) °l 5- 0 ft (as referred to site plan benchmark)
Additional design / site considerations %Q t �-� ��Z � etr;� s o`2 'a 1 '�b
Parent material Lo �.ss o\J k' S Mw 5 Flood plain elevation, if applicable ty A It
S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM W FILL HOLDING TANK
U= Unsuitable fors stem I IRS ❑ U 0 S ❑ U 12S ❑ U (3S ❑ U ❑ S REU ❑ S o U
SOIL DESCRIPTION REPORT
Borin # Horizon Depth Dominant Color Mottles Texture Structure Consistence
Boijx1ary GPD /ft
g in. Munsell I Qu. Sz. Cont Color I Gr, Sz. Sh. Bed [Tiench
f 0 -10 10 `-t 2 31 Z S i t Z.� Sb ►n c W
Z to W 1 316 _ s'I) Zw► sbk m`fi- CS - • S . 6
Ground 3 Zy3$ -S `� 2 3) y - 6r s I �Sbk rn v'f CS : •�! • S
elev.
9 z fc
Depth to
Umi6ng
factor
7 mss
Remarks:
Boring #
� o B to`ti2 31 Z -- S 1 1 •Z.`Fsbk 1n` � w .. , s ` . �
Z Z kc) It lL 31
3 zz-ay 31y cg — .Q .S
Ground
elev. 3� �$ 1 04 (L S& S y,,l S ' • 6
98-O
Depth to
limiting
factor
Remarks:
CS T Name: Please Print Arthur L. We erer Phone: 715- 425 -0165
ress:
egerer Soil Testing & Design Service -P.O. Box 74 River.Falls,WI. 54022 _
Signature: /� Date CST Number. .
&Ql Y,16 220254
I
PROPERTY OWNER SOIL DESCRIPTION REPORT
PARCEL I.D. P�"• p� OJtj„ 1pyp -10 Page Z of 3
Boring # Horizon Depth Dominant Color Mottles
in. Munsell Texture Structure
> >fi,;> Qu. Sz. Cont Color Gr. Sz. Sh. Consistence Boundary Roots KGPD/f Trench
s; I zT 3Wr-
Ground 3 2z _a8 S 61" p s
elev. 9
q9.0 ft.
Depth to
limiting I
factor i
l
Remarks:
Boring #
• y �.� o H Q 31Z S 1 t Z.'� sb} wt'Ft^ � _ s�, 6
€'
Ground
elev. Ll
� i8•l ft.
Depth to
limiting
fac tor 6 u
t
I
Remarks:
Boring #
13 —C
5 tr S r) Z `� S�k wi'�h e-S • S 1 �
°I —ZL/ l p `1R 3/6
3 Zy -uS -) • S Ly 2 3! S
Ground r �. csblz m U'F1r- cS
elev. �lSA1 7 •S `9 p jl 0.
°t °�•? ft. S � Gl- p Sg vim► \ - •� � • c
Depth to
limiting
factor
Remarks:
Boring #
tt t .. ......:t #:£
Ground
elev.
ft..
Depth to
limiting
factor
Remarks:
•r� no•nrt� ..r •. ..
PLOT PLAN Pa of 3
SCALE 1 "= `LO'
i
i
W.cn
tLco
St.op�5 V �1- �
I0 chi 1i, 3IY r D 11� M(! �>q jj/Lr�-I - N
r
LOCp\'S1pN Sh: I
ty5T1+
I
V � � ►�1 4.`i ll
5 51Ti �Vt
b _
7
LoT �
C) g��7� 6
�= z - zo z 5 y
715 ) 425 -01 A9
CST Signature Date Signed Telephone No. CST #
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 Q5
Number of Bedrooms
Design Flow - Peak (gpd) ap
Estimated Flow - Average (gpd)
Septic Tank Capacity (gal) l ff6D
Soil Absorption Component Size (ft')
Type of Wastewater uomestic
Table 2: Soil Absorption Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow - Peak (gpd) b sp Z--
Maximum Influent Particle Size (in) J 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 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 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
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
' f
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer r e . P.
Mailing Address
Property Address _ ✓� 7 LeL
(Verification required from Planning Department for new construction)
City/State //0 ti / 1- 0h Parcel Identification Number 6 0 2-11:Z 6 0
LEGAL DESCRIPTION L
Gl/ 1 U N -R W Town of
Pro Location /4 /< Sec. / T
PAY -�— -�—
-FY--
Subdivision �f�g Lot #.
Certified Survey Map # , Volume . .Page #
Warranty Deed # 2- Z/D , Volume Page #
Spec house tK yes D Lot lines identifiable Ii yes ❑ no
SYSTEM MAINTENANCE
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 certification form, signed by the owner and by a
master plumber, journeymanplumber, restricted plumber 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.
have read the above requirements and a to maintain the
I/we, the undersigned requ agree private sewage disposal system with the standards p
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
days of ear expiration date.
S GNATURE O LICANT DA
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
the propert�dles 'b ed above, by virtue of a warranty deed recorded in Register of Deeds Office.
A OF r&ANT 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 map if reference is made in the warranty deed
/d
COL 1_417PAGE900
Es�0�898
WARRANTY DEED REGISTER OF DEEDS
DOCUMENT NO. ST. CROIX CO., WI
RECEIVED FOR RECORD
04-07 -1999 4 :20 PM
This Deed made between MARVIN O. RADKE, a VARRAKTY DM
single man, Grantor and VIEREGGE CONSTRUCTION F.%E VT N
COMPANY, INC., a Wisconsin corporation, Grantee, CERT - M Fie
COPY FEE:
Witnesseth, That the said Grantor conveys to TRRNS ER FEE: 4H.00
Grantee the following described real estate in St. Croix PPASES: FEE: I 0.00
County, State of Wisconsin:
A parcel of - land - located - in the SW NW and
NW 1/4 of the SW 1/4 of Section 19, T34N, R19W, town of St.
Joseph, St. Croix County, Wisconsin described as follows:
Beginning at the West quarter comer of said Section 19, thence
NOOo 18' 36 "E 55.42 feet along the West line of the NW 1/4 of
Tax Parcel 030 - 1040 -10
Section 19; (bearings referenced to the West line of the RETURN TO: -�'
Northwest quarter of Section 19, assumed to bear North V Y
. .Co
00°18'36 "E); thence S89o04'41 "E 1229.07 feet; thence South 1:X & $ � � ,% dka "� 0
,y lfp0 w.Z ,�-" d /6
OOcO2'08 "W 55.42 feet; thence SOOa05'02 "W 481.68 feet; thence Southwesterly X61.54 feet along the arc of a
833.00 feet radius curve concave to the Northwest whose chord bears South 33°09'09 "W 909.04 feet; thence
S66o13'1 6"W 169.50 feet; thence N89oO5'06 "W 388.36 feet; thence Northwesterly 187.90 feet along the arc of
a 233.00 foot radius curve concave to the South whose chord bears N67o39' 11 "W 182.85 feet; thence
S890 14'38 "W 27.63 feet to the West line of the Southwest quarter of Section 19; thence NOOo24'09 "E 1255.54
feet along said West Iine to the Point of Beginning, containing 1,539,526 square feet (35.343 acres) more or less,
and being subject to all easements, restrictions and covenants of record.
This is not homestead property.
Together with all and singular the hereditaments and appurtenances thereunto belonging;
And Grantor warrants that the title is good, indefeasible in fee simple and free and clear of
encumbrances, and will warrant and defend same.
Dated this _Z day of April, 1999.
(SEAL)
Marvin O. Radke
STATE OF WISCONSIN
)SS
ST. CROIX COUNTY
Personally came before me this day of April, 1999, a named Marvin O. Ra&e, to me
known to be the person who executed the foregoing instrume d Ied e.
i
Notary Public, State of isconsin
My Commission is permanent.
THIS INSTRUMENT DRAFTED BY:
Robert W. Mudge, Attorney
MUDGE, PORTER, LUNDEEN & SEGUIN, S.C.
110 Second Street, P.O. Box 469
Hudson, Wisconsin 54016