HomeMy WebLinkAbout042-1086-20-300 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County
Safety and Buildings Division INSPECTION REPORT St. Croix
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary,P�rnOo.:
Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 33 3S 11
Permit Holder's Name: ❑ City ❑ Vil a e E] T l owriship State Plan ID No.:
Johnson, Mike W
CST BM Elev.: Insp. BM Elev.: BM Description: Parcel T�x QI oT086 -20 -300
4l
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic � Benchmark 9 ®O
Dos. Aft. BM O
Aeration Bldg. Sewer Z r6 O L I
Holdi t Ht Inlet 3
TANK SETBACK INFORMATION 1$nHt Outlet J py
TANK TO P/ L WELL BLDG. Ventto ROAD e
Air Intake
Septic NA
Do ' NA Header / Man. Z
Aeratio Dist. Pipe
Holding Bot. System
PUMP/ SIPHON INFORMATION Final Grade
anu er Demand
St cover x
Model Number F� M
TDH Friction em TDH F
L oss M
Forcemain Length Dia. Dist. ell
SOIL ABSORPTION SYSTEM C rS
BED/1Q1 Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIM N N Z I I DIMENSION
SYSTEM TO P/ L BLDG WELL LAKE /STREAM LE ZING Manufacturer:
SETBACK HA �-
INFORMATION Type O U C� ? o e N er:
System:
> � l
DISTRIBUTION SYSTEM
Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake
Length Dia. _n Length V- 3 S Dia. 6�ft Spacing 'V4 A/
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 I ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS (Include code discrepancies, persons present, etc.) Inspection #1•1z / / /Ob Inspection #2•
Location: 903 Alex Lane, Roberts, WI 54023 (SW 1/4 NW 1/4 31 T29N R18W) - 312918482A30 -Lot 4 .
1. Alt BM Description= = o&r s," S� obs�• ✓,c1�b.� P ,joss r p sr
p � l w� lkaw�
2.) Bldg sewer length = 2 z'
- amount of cover = >14a O" eAe_ � e`'�
kell
4, Ghri; SySle'. tuQS
Plan revision required? ❑ Yes [0 No
l Use other side for additional information. 1 1 7, V 00
SBD -6710 (R.3/97) DtT Inspector's nature Cert. No.
X
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ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
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M D 3 f} L r--X pa," Sanitary Permit Application Safety & Buildings Division
In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave.
AR See reverse side for instructions for completing this application PO Box 7302
isconsin Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302
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) for the system, on paper not less than 8 -1/2 x 11 inches in size.
Coun State Sanitary Permit Number ❑ Check if revision to previous application State Plan I. D. Number
l S
I. Application Informati - Please Print all Informati Location:
Property er Name Property Location
114 1/4, ,N, E ( r)
Pt i operty OWnees Marlin A dress Lot Number Block Number
City , S Zip Code Phone Number Subdivision a SM Num ber , ,
II. Type of Building: (check one) ❑ City S (
❑ 1 or 2 Family Dwelling - No. of Bedrooms: ❑ Vr11a � t�,n
❑ Public /Commercial (describe use):_ )2�Tow of �T Z Yeti.
❑ State -Owned /
Nea—resk n ,
Parc ( N um
III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) a
A) 1. PP New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to
System System Tank Only Existing System
$) Permit Number Date Issued
❑ A Sanitary Permit was previously issued
IV. Type of POWT System: (Check all that apply) ' 4 —10D
1P Non- pressurized In- ground ❑ Mound Sand Filter ❑ Constructed Wetland
❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
❑ At - grade I ❑ eropic reatme t Unit ❑ Recirculating ❑ Other:
3 x 6
V. Dispersal/Treatment Area Infor mation:
1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade
Required Proposed 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
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑
VIII. Responsibility Statement
I, the un ersigned, assume responsibility for jnstaliodfon of the POWTS shown on the attached plans.
Plumber's ame prin Lumbe Si re slam MP/MPRS No. Business Phone Number
_ )c
Plumber's Address (Street City, tate, Zi CoodA
IX. County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps)
® Approved ❑ Owner Given Initial Adverse S�charge Fee)
Determination O'?.Z5; cro 10 —Y_ Zeft
X. Conditions of Approval /Reasons for Disapproval:
�- ,� -,ter ,,,�- ,n�:,,���„ s�►�. �-e� -� .�P.tit -� �:�,. � p.�.� s re.��.�.��.�,,�,��, S.
SBD -6398 (R 07/00)
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Wisconsin Department of Commerce SOIL AND SITE EVALUATION
Division of Safety and Buildings -•• -- Page of
Bureau of Integrated Services in accordance with s ma $,r.Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inches in si�e Plan mu County
include, but not limited to: vertical and horizontal reference point (BM)11 irection ant, ) C
I'Ol X
percent slope, scale or dimensions, north arrow, and location and dis ancg to nearest road. Parcel 1. Q. If
)._..
APPLICANT INFORMATION - Please print all informati +f , Reviewed Date
Personal information you provide may be used for secondary purposes (Privacy L �w; s. a 5.Qkj;1)1O�- f'�q
Property Owner Property Location j
�l Char J U 7 `' . Govt. Lot �. �/4 vk/ 1 /4,S T�c� ,N,R E (ore Property Owner's Mailing Address Lot ' -BIT 6# Subd. Name or CSM#
1 3 3 A wa4u K ee- Tr - � I es s11 ZZ (/ r, . �
City State Zip Code Phone Number
❑ City El Village 0–Town Nearest Road
cA - n I Lkj l L40 t to ( '1t 1' )5 -41S I CX f f Cc,+4& W "ck
0 - flew Construction Use: [Residential / Number of bedrooms 3 - q Addition to existing building
❑ Replacement ❑ Public or commercial - Describe:
Code derived daily low (v O V d , 7
y gp Recommended design loading rate bed, gpd /ft • 8 trench, gpd /ftz
Absorption area required 25-7 bed, ft 7SU trench, ft Maximum design loading rate • '? bed, gpd /fl - S' trench, gpd /ft
Recommended infiltration surface elevation(s) ST • 6 ft (as referred to site plan benchmark)
Additional design /site considerations kL -s-lcv•
Parent material CI(CtC4 L/ QG! &Zq's1 Flood plain elevation, if applicable -V v4 ft
S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank
U = Unsuitable for system ® S ❑ U I El s ❑ u [5-S ❑ U I LAL S ❑ U ❑ S Q- U EIS Wl u
SOIL DESCRIPTION REPORT
Boring Horizon Depth Dominant Color Mottles Structure GPD /ft
g Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench
l oaz w 3lZ -- 11rnG mF�- L t F 4 .
2_ . 2. 2, l U `f —_
�� `I s i l 1 r na bk t4r c . 2- 3
Ground 3l. -7 14) yr . q 3 — LS M LS ? • �''
elev.
y1Z4 lD r �Il�- rns &SCII m t c - 7
Depth to
limiting
factor
121 in.
Remarks:
Boring #
Z Z 1 3 - 3fr 40
3 ta- lu /0 Vr m L
Ground
elev.
g3•l0 ft. '
Depth to av 6
limiting
factor
—!Z4— Remarks:
CST Name (Please Print) Signature Telephone No.
Ociam 30t
Address Date CST Number
4 JOR Ceder St #`f U25 2-53 309
PROPERTY OWNER S7bc> 1 SOIL DESCRIPTION REPORT Page Z of 3
PARCEL I.D.#
Boring Horizon Depth Dominant Color Mottles Structure 2
g in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots
Bed ,Trench
it C 1�' L i
Z- 14 -y0 IU lr 14 Si I 1 Mabk r L5 ;. 3
Ground 3 'I0- I✓0 4 - -1
elev.
gy.f9� 1 4 -I l0 - /hp M5 MI C,5 - 1 $
Depth to
limiting
factor
JZj_in.
Remarks:
Boring #
0- r 312. 5 L I ✓nablc. rJ4r C. I -P `{ - 5
y Z-
)Z 0 r'1 14 Si I lma +rY C.5
3
4Z -1 3 C 5 _ 8
Ground
elev.
95.0 ft.
Depth to
limiting
factor
13 6 in.
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 # I p -I Z- !a r 3 1 Z ty LS l �' ``I • `j
5 Z 1 Z- I - 5• n4c C • 2 3
3 1_S
Ground g_IZ, 16 r y/Ic '— ry) S U 1 L$
elev.
9 7,ro ft.
Depth to
limiting
factor
IZlc in. Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
in. Remarks:
SBD -8330 (R. 07/96)
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County /7
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must C–
include, but not limited to: vertical and horizontal reference point (BM), direction and Pam I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Reviewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Govt. Lot 1/4 1/4 S T N R Ig E (or)(0
Pr6perty Owner's Mailing Address Lot # FBo # ubd. Name or Q.W
City S e 'p Code ❑ Phone Number ❑City Village Town Nearest Road
( )
JN New Construction Use: Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement // ❑ :745 Public or commercial - Describe:
Parent material x642 Flood Plain elevation if applicable ft.
General comments
and recommendations:
7
Boring # ❑ Boring
F [� Pit Ground surface elev.
&Z 2Z 7 9 7 ft. Depth to limiting factor - >I&Q in. Soil lication 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
_ ,3 _
❑ Boring # Ej Boring
® Pit Ground surface elev. /6-�/7 ft. Depth to limiting factor / /S� in. Soil lication 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
AJ 3
s
3 -5. Z* Zo .zY
" E uent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD 5 30 mg/L and TSS < 30 mg/L
CST Na a �
lease P ' t ,�, Signat CST Number
Address � Date Evaluation Conducted Telephone Number
Property Owner Parcel ID # Page of
F? -1 Boring # Boring
®pit Ground surface elev. !4L-r-7 ft. Depth to limiting factor � /� .5� 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
J
E 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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Boring # F] Boring
F
El Pit Ground surface elev. ft. Depth to limiting factor in.
Soil lication 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
• 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)
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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 perm its forsystem 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 3t5
Number of Bedrooms 3
Design Flow - Peak (gpd) "O
Estimated Flow - Average (gpd) u'v
Septic Tank Capacity (gal)
Soil Absorption Component Size (ft
Type of Wastewater Domestic
Table 2: Soil Absorption Component - Limits of Reliable Operation S
n
Septic Tank Component Soil Absorption Component a
Q
Design Flow - Peak (gpd) ouo C 3 �`
Maximum Influent Particle Size (in) 1
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
i
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 components 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
09/2612000 10:40 7152473036 BELISLE EXCAVATItIb I rraut nl
ST CROIX COUNTY
SEIPTIC 1 ANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
OwnerBuyer Michael R. & C onnie M J o n on
Mailing Address 1146 Partridge Lane N. Hudson, WI 54016
q D 3 j i .a La ki e
Property Address new cons c
(verification required from Planning Department for new construction) —
City/State Roberts r WI Parcel Identification Number
LE AI DESCRIPTION
Property Location SW NW ' /•, Sec, 3j___ T 9 N -R 18 W, Town of
Subdivision __ Lot A
Certified Survey Map ti S _ __ Volume / i Page #
Warranty Deed H Volume , page q �.
Spec house CJ yes Rkno Lot lines idcntifiablexQ yes ❑ no
SYSTEM MAINTF.NANCF
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, journeyman plumber, restrictc(1 plumber or a licensed pumper verifying that (1) the on - site wastewaterdisposat system
is in proper operating condition anWor (2) after inspection and pumping (if necessary). the septic tank is less than 1/3 full of sludge.
l>we, 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
Mating that your septic system has been maini.1w ed unist he completed and returned to the St. Croits County Zoning Office within 30
days f the thre t x aeon dart.
# 1 4111 A A A &M
lOr /f
G ATURE OF rIFICATION NT DATE
OWNER CE
i (we) certify that all statements on itus form are true to the best of my (our) knowledge 1 (we) am (are) the owrier(s) of
the pert dvsCribo;B vcrb Virtue of a a,irraniy deed recorded in Register of Deeds Office.
1 ATURE OF AP CANT DATE
y g
•••••• Any info ion that is mis- represented may result m the sanita p bein revoked b the Zonin Dep artment. '• ""
•• 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
STATE BAR OF WISCONSIN FORM 2 - 1998 629324
WARRANTY DEED KATHLEEN He WALSH
15 A O 1 ST. REG ISTER OF DEEDS
Document Number
V.I. t `t 4AGE 1O ST. CROIX CO., WI
RECEIVED FOR RECORD
This Deed, made between —RICHARD n RT WIT and 0 10:15 AM
JANET P STnfiT, hnchand and wi fe
WARRANTY DEED
Grantor, EXEMPT 1
nd Mr[ -HAFT. R JpHNCnN anA rn[ararc M CERT COPY FEE:
-pN COPY FEE:
husband and wi far TRANSFER FEE: 170.70
RECORDING FEE: 10.00
- - -- Grantee.
PAGES: I
Grantor, for a valuable conslderation, conveys and warrants to Grantee the following
described real estate in St. C;r'O].X County, State of Wisconsin:
He.cuniing Ala
Located in part of SW 1/4 of NW 1/4, Sec. 31, Name and Return Address
T29N, R18W, Town of Warren, St. Croix County,
more fully described as I.nt 4 nf rSM recorded EAGLE VALLEY BANK, N.A.
Ju9e�30, 1999, in Vol _1 3 of Certified Survey 1301 Coulee Rd., Unit 2
Maps, pages as Document No. 05977 -7$.. Hudson, .,Uni
Dya- ro$e -ao -3oo
3-"8t fre-
P I denti a io N
This homestead ro er[ .
1S -AOt— P P Y
(is) (is not) =4
Exceptions to warranties: easements, restrictions, rights -of -way and covenants
of record.
Dated this 31 5 day of August 2000
cQ (SEAL) (SEAL)
' Richard 0_ Rtnn .Tan P_ Stout —
(SEAL) (SEAL)
AUTHENTICATION ACKNOWLEDGMENT
Signature(s)
State of Wisconsin,
ss.
St. Croix County.
authenticated this day of Personally came before me this 8 f i t day of
, 2 0 0 0 , the above named
Richard 0 Rtnnt and Janpt' P
Stout
TITLE: MEMBER STATE BAR OF WISCONSIN to
(If not, me known to be thil!*QTdr1I�OY PLQLIQcuted the foregoing
authorized by §706.06, Wis. Stats.) instrument and &Tt figPllEellta+tSCONSIN
KERNON J. BAST
THIS INSTRUMENT WAS DRAFTED BY
Janet P Stout
1353 Awatukee Tr.
H udson, WI Notary P bhc, State of W co sin
My co misslgp J,s� enl. (If not. state expiration date:
(Signatures may be authenticated or acknowledged. Both are not �/�/ _)
necessary)
' Names or persons signing In any capacity must be typed or printed below their sigrunire.
WARRANTY DEED STATE BAR OF WISCONSIN Witcorttin Leo Black Co., Inc.
FORM No. 2 - 1998 Milwaukee. wit,
FILES 4 _ 7 Ll
JUN 3 0 1999 ► _ Li
L KATHLEEN H. WALSH
Rep Lsterof DD SUR S R ECORD
W W{M VYY •`• --
n n Z
N „. 3 I I
N tb m m
BEARINGS ARE REFERENCED TO THE
' W ro CC3 Z WEST LINE OF THE NW1 /4 OF SECTION
r ci m 31, ASSUMED TO BEAR N01 16'38 "W m O
m m N 'w c�Zn
_' mr �D °wry Z
0 wmw wmm X d- n zD ;u X O ° °O°° a m m Lot 46 I I �Ln °�
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°G O I1D1 D
W cn rU N N r - , a <
= z n
_ O° ro� ro ro co W a m `� m w 0 WEST -LINE OF THE NW1 /4 I im I r
r ~ V~ w z d a �� f m N01'16'38 "W
r r_ N N NOl'16'38 "W 703.09'
r ° -+ c . 6 p 1917.28'
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z v � a m o r�i z c v - � 0
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