HomeMy WebLinkAbout040-1316-17-000 W Department of Commerce Count
Safety'an¢.F3uildirig Division, PRIVATE SEWAGE SYSTEM St. Croix
INSPECTION REPORT Sanitary Permit No:
499176 ��
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:
Mark Anthony Homes, Inc. Troy, Town of o qb — /3 /(P -) - 7- 00b
CST BM Elev: Insp. BM Elev: BM Description: n Section/Town /Range /Map No:
& 1 CS7 08.28.19. 2073
TANK INFORMATION I n ELEVATION DATA
TYPE MANUFACTURER . +��j CAPACITY STATION BS HI FS ELEV.
Septic Z (�J Z66 '7 Benchmark
� ems_ �': / S. Le
Dosing Alt. BM
Go un - 7 ,1 I i01 ► s
Atratm + ^ Bldg. Sewer
'A 4 eV 13.90 9q, l{
Holding _ l St/Ht Inlet 14 . a 3. 9
TANK SETBACK INFORMATION St/Ht outlet
TANK TO �Pt WELL BLDG. Vent to Air Intake ROAD Dt Inlet `
t
Septic / / / Dt Bottom
p
Dosing / � � / Header /Man.
7:56 //b Z� Z-1 -- /J. yz. y,.
Aeration Dist. Pipe P47- 77,
Holding Bot. System 12 .53
PUMP /SIPHON INFORMATION Final Grade g . 1p �Qb
Manufacturer r 5 Demand St Covey` �_ -7- . S
('O GPM t. b,3
Model Number P CE
TDH Lift , $� Frictio ; L�ss System Head TD
"7 - �t
Forcemain Length / Dia. of Dist. to Well
Zd z
SOIL ABSORPTION SYSTEM
BED /TRENCH Width Length ,, / No. Of Trenches PIT DIMENSIONS No. Of Pits Inside D Liquid Depth
/
DIMENSIONS 3 `(�� 3 �e>ti c,� `—
SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR -L
Type Of System f UNIT Model Number: O J 11 S
DISTRIBUTION SYSTEM a J wT� �s +-6 +-15 -=5�
Header /Manifold �j �, Distribution x Hole Size i x Hole Spacing V t to�Ar (Intake
Length ) 44 / Dia '" Length "I-, Dia - Spacing \
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over / Depth Over xx Depth ot� 1 XX Seeded /Sodded xx Mulched Qa .
Bed/Trench Center 3 . C 'f 3 Bed /Trench Edges ` Topsoil \_11 Yes No Yes No
COMMENTS: (include co de discrepencies, persons present, etc.) Inspection #1: / / Inspection #2:
Location: 493 Autumn BI e � rail Hudson 6 J I 54016 (NE 1/4 NW 1/4 8 T28N R19W) Cedar Woods Lot 17 Parcel No: 08.28.19.
1.) Alt BM Description = ` eZ CO JCJ� Cv
2.) Bldg sewer length = 36
- amount of cover
Plan revision Required? Yes No (.e63��
Use other side for additional information. - --
Date Insepctor' gna t ure Cert. No.
SBD -6710 (R.3/97)
-G a +
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co17 met'ce.Wi.goV y and Buildings Division County n O r
201 W. Washington Ave., P.O. Box 7162 /
scn s i n Madison, WI 53707 -7162 Sanitary Permit Number (to be filled in by Co.)
t - D io
epartment of ■Commerce RFE y 7 9/ 7 (Q
Sanitary Permit Applica ion tate Transaction Number
In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this for to thdAllipo?oMmal
unit is required prior to obtaining a sanitary permit. Note: Application to s for state -owne P are I roject Address (if differentthan mailing address)
submitted to the Department of Commerce. Personal information you pro ide may be used for secondary
u oses in accordance with the Privacy Law, s. 15.04(1 )(m), Stats. ST. CROIX COUNTY q 3 au� � - / ZL� W L
L Application Information - Please Print A Informati ( / T' /v (l� UT
Property Owner's Name -Parcel #
AAW 47A)
Property Owner's Mailing Address Property Location
40Y_ '?
ID I Govt. Lot
City, Sta e 1 Zip Code Phone Number y, �/ y. Section
D rl% l'J 6 T G. D N; R (circ
E o
r(9
11. Type of Building (check all that apply) Lot # 'J
_
KI or 2 Family Dwelling - Number of Bedr 51s _m n__ /_
C g� 1.0 T t Subdivision Name_
n 4 Block# ��PifA Uld io1P
❑ Public/Commercial - Describe Use JT t�4 ✓' —' ❑ City of
❑ State Owned - Describe Use CSM Number ❑ Village of
IlY Town of + ( D J'
111. Type of Permit: (Check only one box on line A. Complete line B if applicable)
A. $.New System ❑ Replacement System g p y g Y (explain)
❑ TreatmenUHoldin Tank Replacement Onl ❑ Other Modification to Existing System ex lai) n
E) Permit Renewal Permit Revision El Change of Plumber List Previous Permit Number and Date Issued
B.
❑ Permit Transfer to New
Before Expiration � ( �. Owner
IV. Type of POWTS System/Component/Device: Check all that appl
Non - Pressurized In-Ground ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil
❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain)
V. Dispersal/Treatment Area Information:
Desi n Flow ( d) / Design Soil Ap lication I,ate(gpdst) Dispersal Area Re wired (st Dis ` a � rea Proposed (s System Elevation C� �
M / o .� J a T�62rAkC(1
Vt. Tank Info Capacity in Total # of ManaftetaiM
Gallons Gallons Units ° 2
o Y ,
New Tanks Existing Tanks
W LG
Septic or Holding Tank > 1 , V v
Dosing Chamber Gt/
VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) r Plumber's Signature MP /MPRS Number Business Phone Number
Plumbe 's A dress (Street, City, State, Zip Code)
a (-f'Y1KA- cu i 6 _ 60 1/
V11I. County/Department Use Onl
�4pproved D Permit Pee Date ssu Issuing nt Signatur
or Denial $ •� 2 a 7
IX. Conditions of Approval/Reasons for Disapproval \ � - ' �n
1 S YS
Septic OWNE ef�uent fitter and 3 J �� 11 �`�" �' "�P O t• � �� / r �` r � - �
dispersal cell must all be services / maintained D�
Gt. t D w�1L.t>t.�
•
as per management plan provided by plumber.
2. AN setback requirements must be maintained
U per kNFICeW system and submit to the County only on paper not less than 8 112 x 11 inches in size
D -6 R. 01/07 Valid th /0
SB 398 ( ) ru Ol 9
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+ Vlfrsconsin Department of Com EVALUATION REPORT Page I of 3
Division of Safety and Buildings
In accordance with Comm 85, Wis. Adm.
Code
....... -�' county ST. CROIX
Attach complete site plan on pa ss than 81/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and PSI I.D. 0 0 - 1022 - 70 - 000
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Revi-pidd by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner EC E IV E D Property Location
MARK ANTHO HO ES Govt. Lot - --- NE 1/4 NW 114 S 8 T 28 N R 19 E (or) W
Property Owner's Mailing Address L B Subd. Name or CSM#
P.O. Box �74 E C 2 g 2 6 17 -- Cedar Woods
City State Zip S 1 N9�7r�1 Village ■ Town Nearest Road
Hudson, WI UNITY
WI 5401 ( 7L5 386 - 2928 Autumn Blaze Trail
E] New Construction UseEj Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
R@01geof3ftE 0 PHB118 8F 68fflfff(3Fgg = @@ ffi ;
Parent material sandstone Flood Plain elevation if applicable N ft.
General comments Conventional In- ground Trenches -- 0.7 loading rate -- to be designed by Roger Nelson
and recommendations:
(4 -5" frost)
1 Boring # ❑ Boring f
Q Pit Ground surface elev. 102.52 ft. Depth to limiting factor 135 in
Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfF
in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. *Eff #1 *Eff#2
1 0 -4 10YR2 /2 - sil 3f -msbk mvfr cs 3vf-m 0.6 0.8
2 4 -9 1OYR2 /2 _ A 2f -msbk mvfr cs 2vf-m 0.6 0.8
3 9.24 1 10YR3 /3 sil 2f -msbk mfr cs 2vf-m 0.6 0.8
4 24 -35 7.5YR4/4 - is Osg MI aw 2vf -m 0.7 1.6
5 35 -125 7.5YR4/6 - s Os dl -- -- 0.7 1.6
Horizon 4 &5 have some gr; Horizon 5 has some pockets of 10YR5 /6 cos.
2
❑ 2 Boring # ❑ Boring 4 1 0 0 �'� 99.22 122
Q 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
1 0 -4 10YR2 /2 - 1 3fa&sbk mvfr cs 3vf-m 0.6 0.8
2 4 -10 10YR2 /2 1 3fa&sbk mfr cs 2vf-m 0.6 0.8
3 10 -19 10YR3/3 - 1 2fa&sbk mfr cs 2vf-m 0.6 0.8
4 19 -30 7.5YR4/4 't is Osg m l aw 2vf-m 0.7 1.6
5 30 -84 7.5YR4/6 ,/ s Osg dl as -- 0.7 1.6
6 84 -122 7.5YR5/6 s Osg dl -- __ 0.7 1.6
Horizons 3,4 & 5 have some gr; Horizon 5 1 has some pockets of I 10YR5 /6 cos.
# €fiUo 0i _ 000 36 f 226 FflWL ffld f §§ 3,M £ 1 56 ff WL ' Ef #2 _ Obb f 36 Ffwft dff T §§ :E 56 fflgiL
CST Name (Please Print) Si nature CST Number
Mary Jo Hollister 6_ 1 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, W1 54022 12-19-06 (715) 426 - 1775
Property Owner MARK ANTHONY HOMES (Lot 17) Parcel ID # 040 - 1022 - 70 - 000 Page 2 of 3
❑ Boring # ❑ Boring Ground surface elev. 100.42 ft Depth to limiting factor 126 in.
Pit
' Soil Application Rate
b84 0g0#1 @Wffl §R€ 6818E R @98* N §€10 8 191 T@*Wf 3 §N6WF@ § ®R §I§I@RE@ 08WH §Y 1
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0 -4 10YR2 /2 -- 1 3fa&sbk mvfr cb 3vf-co 0.6 0.8
2 4 -9 IOYR2 /2 _ 1 2fa&sbk mfr aw 2vf-co 0.6 0.8
3 9-23 10YR3 /3 -- 1 2fa &sbk mfr cam' 2vf-m 0.6 0 . 8
4 23 -41 7.5YR4/4 -- Is Osg ml as 2vf -m 0.7 1.6
5 41 -126 7.5YR4/6 -- s Osg dl -- -- 0.7 1.6
orizon 4 has some gr. '
Y/ Adl
F-1 Boring # Boring 3 ;�
a 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/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
F-1 Boring # Boring
LJ Pit Ground surface elev. ft. Depth to limiting factor in.
Sal iption 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 altemate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777.
SBD- 8330Test (8.070))
l
n ot Y[an for Jute ana aou Pvatuanon rage -j uj
Property Owner MvRK AN -rgaav 41mes
I " =44ft.
Legal Description Loi Q. c wooms. (except where noted)
N �6 A o f Tiie M VJY 4. Slc, Z I '9'J j 'R ON, TOWN OT [] = Backhoe pit
TROV uT- CROIX OUATy WASCONS#/J,
North
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Site Location:
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' Safety and Buildings Division County
1 *is 2 01 W. Washington Ave., P.O. Box 7162 consin Madison, WI 5370 162 nary Pennit Number (to be filled in by Co.)
Department of Commerce (608) 266 -315 A/C? 9 / 7G
Sanitary Permit Application State Plan I.D. Number
In accord with Comm 83.21, Wis. Adm. Code, personal information you provide
may be used for secondary purposes Privacy La E'` V / C ® Project Address (if different thaA�iling dress)
G Cj� fr.
I. Application Information — Please Print A r n n
`J O�
Property Owner's Name t 5 2996 Parc d # Lot # Block #
/ A K 741urgoQe ILt r NL 6q o O c z
Property Owner's Mailing Address Property Local
d r 0 0 /V I� /., Section
City, State Zip Code Phone Number
t
a 0/1I
5-- 1 715- 3�� 'Z 9.2� o cucle
II. Type of Building (check all that apply) /J / o N; RE or W P., /
1 or 2 Family Dwelling - Number of Bedrooms
5 �/� T - 6 ubdivision Name CSM Number
❑ Public/Commercial - Describe Use C G(, 00
❑ State Owned - Describe Use t f / / t / �/Z 2: 5 ❑City _ ❑Village Township of
III. Type of Permit: (Check only one box on line A. Com to line B if appli le)
A. � New S stem
y 11 Replacement System ❑ Treatmen olding Tan eplacement Only El Other Modification to Existing System
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration Plumber wri er
IV. Type of POWTS System: Check all that appl
Y No n - Pressurized In- G round ❑ Mound > 24 in. of suitable soil Mound < Filte 24 t of suitable soil ❑ At -Grade El Single Pass Sand Filter ❑
Constructed Wetland ❑ Pressurized In- Ground 11 Holding Ta ❑ Peat r erobic Treatment Unit Recirculating Sand Filter ❑
Recirculating Synthetic Media Filter El Leaching Chamber rip Line ❑Gravel -less El
Other (explain)
V. Dis ersalffreatment Area Information:
Design Flow ( pd) Design Soil Applic ion Rate(gpds� Dispersaj (st) is sal A sed (sf) System Elevati J � � R e§ed ✓/ �F 5 r q li
VI. ta Info Capacity in Total umber Manufacturer cab ice Steel Fiber Plastic
Gallons Gallons of Units ncrete Constructed Glass
New Existing
Tanks Tanks w
Septic or Holding Tank
Aerobic Treatment Unit L•
Dosing Chamber y t
VII. Responsibility Statement- I, the jfdersigned, assume responsibility for installation of the POWTS shown on the ched plans.
Plu er's Name (Print) umber's Signat M PM Number Bulkss Phone Number
'It te 111 2 z -�
P wn is Address (Street, City, State ip e)
, d lf i-CJ v!
VIII. County/ e artment U Onl
,Approved ❑ D Sanitary Permit Fee includes Groundwater Date Issued Issuin ent Sig (No St ps)
Surcharge Fee) /� O ❑ O for enial U
Ix. ConditSYAApMWAleasons for Disapproval 1 n r
l. Sept tank, effluent titter OW 6. V �. � 11 �,Ioe . ��
dispersal cell must all be / rrt>WIa� l 5 S�Et,•t. ex� e X15 ma Tug � 1 :5
�
= per manaQement plan provided by phtnlWr. (� t
2. AN sAmck raquirontettts mint W maintained b e o Q Z is -0,
as per appfc" code I ordW OM". U n I
-►) �}!�',r�.,d.�. 5 �� a,c`eu, rvt�a� - fie_, c�SeC kJ ,
Attach complete plans (to the County only) for the system on paper not less than 812 x 11 inches in size
SBD -6398 (R. 01/03)
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Page 1 of 3
Wisconsin Department of Commerce SOIL EVALUATION O
Division of Safety and Buildings In accordance with Comm 85, Wis.
County
Attach complete site plan on paper not less than 8 %: x 11 inches in size. Plan mu-r----- St. Croix
Include but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 040 - 1022 -70 -000
Percent slope, scale or dimensions, north arrow, and BM referenced to nearest road.
Review y Pate
]'Jew prillt all informatio
Personal information you provide r ay be ses i Privacy Law, s. 15.04 (1) (m)) 9
Property Owner Property Location
G &L Land Development, nc. Govt. Lot NE 1/, NW �i. s d T N R 19W E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
W12491 890` Ave. 17 Cedar Woods ST. CROIX COUNTY
City State 1 Zip Code Phone ❑ City ❑ Village 0 Town Nearest Road
River Falls WI 54022 715- 386 -2928 Troy Coulee Trail / FF
0 New Construction Use: 0 Residential / Number of Bedrooms Code derived design flow rate GPD
❑ Replacement ❑ Public or Commercial — Describe:
Parent Material Flood Plain elevation if applicable ft.
General comments and recommendations: B -1 was completed during the preliminary soil assessment on July 22, 2005.
Boring ❑Boring
g 0 Pit Ground Surface Elevation 96.9 ft. Depth to Limiting factor >90 in.
Soil AoDlication 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 0 -10 10YR3/3 None SIL 2 -f -pl dsh gs if 0.6 0.8
2 10 -16 10YR4/4 None SIL 1 -co -sbk dh gs 1f 0.4 0.6
3 16 -20 10YR3/4 None S 0 -sg dl aw 1f 0.7 1.6
4 20 -90+ 10YR5/4 None S 0 -sg ml - None 0.7 1.6
a
Boring ❑ Boring
g CJPit Ground Surface Elevation 100.6 ft. Depth to Limiting factor >130 in.
Soil ADDlication 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 I 'Eff#2
1 0 -13 10YR3/2 None SIL 2 -f -pl mfr gs 2f 0.0 0.2
2 13 -27 10YR413 None SIL 1 -m -sbk mfr Cs 2f 0.4 0.6
3 27 -35 7.5YR4/4 None S 0 - ml gs 1f 0.7 1.6
4 35 - 130+ 10YR4/4 None S 0 - sg ml None 0.7 1.6
S
• Effluent # 1= BOD > 30 _5 220 mg/L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD5 <_ 30 mg/L and TSS 5 30 mg/L
CST Name (Please Print) Signature CST Number
Mark Iverson 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 December 20, 2005 715- 796 -5664
Property Owner G &L L De Inc. Parcel ID# 040 - 1022 -70 -000 page -- 2 -- of 3
a Boring # 0 Boring
(pit Ground Surface Elevation 98.5 ft. Depth to Limiting factor >120 in.
S oil 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 j "Eff#2
1 0 -10 10YR3/2 FROZEN
2 10 -26 10YR4/3 None GRSIL 1- co -sbk mfr cs 1f 0.4 0.6
3 26 -32 7.5YR4/4 None GRS 0 -sg ml gs 1f 0.7 1.6
4 32 -120+ 10YR4/4 None S 0 -sg ml - None 0.7 1.6
a Boring # 0 Boring
BPit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil ADolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Boring
Boring #
EIPit Ground Surface Elevation 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
' Effluent #1 = BOD > 30:5220 mg/L and TSS > 30:s 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.
Site Diagram 0 ft. 24 ft. 40 ft. 8o ft. Page 3 of 3
BW1 - Top of 1/2"PVC Pi N
100.0
' V
B-2 98.5'
100.6'
96.
/LOT 9' 1
48
= Lot Lines
BM# & Description
Elevation '-�r Bench Mark Boring Location & Elevation House and well location to be determined
Owner: G & L Land Development Inc. Site Information: Completed By: Mark Iverson, PSS #197
W12491 890th Street NE 1/4, NW 114, S8, T28N, R19W 680 Larcom Street
River Falls, WI 54022 Town of Troy Hammond, WI 54015
St. Croix County 715-796-5664
Phone: 715-386-2928 CST# 46672
83467 el
KATHLEEN H. YALSH
REGISTER OF DEEDS
ST. CROIX CO., WI Document Number Document Title
RECEIVED FOR RECORD
St. C r oix County 09/18/20% 09:45AN
Occupancy Affidavit EXEMPT EXERT #
REC �n� 'yy #0 A4 14-r, �UG e2r��U3 TRANSEFEE: 11.00
COPY FEE: 2.00
Name — (Owner) Typed or printed CC FEE:
being duly sworn , states, under oath, that: PAGES: i
1. He/she is the owner /part owner of the following parcel of land located in St.
Croix County. Wisconsin, recorded in Volume Page Document
�
Numbef ; Croix County eeds ty Register of Office: Recording Area
Name and Retum Address
�
A parcel of land 1 Address ed in the uE V4 of the l�Wh of Section M 4 # h4b?
T� N — R W, Town of St. Croix
County, Wisconsin, being duly described as foil ws (include lot no. and 56AI tV1
subdivision/CSM or detailed legal description): - U ?.2-`�
LO T / �G1� -r a (,e� pA P- Woo)-) S ��Ta� 0 b - 3� O
�
/ p arce l Identification Number (PIN)
As owner of the above described property, I acknowledge that the septic system serving this residence is sized for a
bedroom home, or a design flow of&O gpd. The design flow is calculated by assuming 150 gpd for 2
ividuals per bedroom. There are currently D occupants living in this residence; _ occupants are permitted
based on the design flow. Therefore the septic system serving this residence is code compliant. However. I
understand that if there are intentions to exceed the number of permitted occupants, the system will need to be
modified to accomodate any increased wastewater flows and/or contaminant loads. I also acknowledge that I Will make
this information available to any future parties interested in purchasing this property.
Dated this day of ,� EA
AUTHENTICATION ACKNOWLEDGIyA
S(s) STATE.OF WISCONSIN
)ss'
e is ►
aua nitrated this day of t. Croix County. ) e t .
Personally came before me. fhl
2006 the above named Rog
ar
s
TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) w h o executed the tali'
(it not. instrument and acknowledge the same•
authorized by § 706.06. Wis. Slats.) n
THIS INSTRUMENT WAS DRAFTED BY V
e- JaQA�
* Geri Campbell, Deputy
Notary Public, State of wisconsin
Commission is permanent. R not. state expiration date:
(Signatures may be autluenticated or acknowledged. Both are not my 12/31/2006 ) Date: - .
"THIS PAGE IS PART OF THIS LEGAL DOCUMENT — DO NOT REMOVE"
7hls infiommftn must be completed by sutxnilter: docuff ied t&LnWLja & 0A 0M WWfffi(ffjequk94. Other• inform dw such as the
douses, /sepal descrWw. eta ma be placed on finis brat peps of dw document or my be placed on addlNonel Pelves of the
docent &W Use of this ooverpape adds one paws to your document Wd sa m to the jopan&ig Ree. VYsconsin Statutes, 59.517.
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner /Buyer C--d Al7 y yt 6
Mailing Address d l0 7 (//) iv w Gl
Property Address GEOge wc��s w , cJs ,P 9 3 AU M�
(Verification requi ed from Planning & Zonin Department for new constru '
�/ Yo /0 �5 6 6 Q oa
City /State _ � f 6t dd_ 60 Parcel Identification Number o a o
LEGAL DESCRIPTION
Property Location NC '/4 , )'/4 , Sec. 9 , T 9_�'_N R/ 9 W, Town of �o
Subdivision CEQR Gtf000$ , Lot #
Certified Survey Map # , Volume , Page #
Warranty Deed # !2 Z Dq - 7( , Volume , Page #
Spec house ye no Lot lines identifiable 3 no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
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. Owner maintenance
responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site
wastewater disposal 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.
Uwe, 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 Planning &
Zoning Department within 30 days of the three year expiration date.
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
property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
Number edrooms
�4/ /
SiGNATUR OF APPLICANT(S) DATE
** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * **
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
(REV. 08/05)
POWTS OWNER'S MANUAL &' MANAGEMENT PLAN Page of Z
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner � M K H(o-ufi Z j Septic Tank Capacity a l ❑ NA
Permit # Septic Tank Manufacturer W j 6�rzjr^ ❑ NA
DESIGN PARAMETERS Effluent Filter Manufacturer -, ❑ NA
Number of Bedrooms ❑ NA Effluent Filter Model /mo ❑ NA e�l
Number of Public Facility Units ❑ NA Pump Tank Capacity al ❑ NA
Estimated flow (average) gal/da Pump Tank Manufacturer
s -J� ❑ NA
Design flow (peak), (Estimated x 1.5) g al/day Pump Manufacturer ❑ NA
Soil Application Rate al /da /ft2 Pump Model P C �� ❑ NA
Standard Influent /Effluent Quality Monthly average* Pretreatment Unit ❑ NA
Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other:
Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA
Biochemical Oxygen Demand (BOD 530 mg /L rI In- Ground (gravity) ❑ In- Ground (pressurized)
Total Suspended Solids (TSS) 530 mg /L ❑ NA ❑ At -Grade ❑ Mound
Fecal Coliform (geometric mean) 510• cfu /100m1 ❑ Drip -Line ❑ Other:
Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA
Other: 13 NA Other: ❑ NA
"Values typical for domestic wastewater and septic tank effluent. Other. ❑ NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tank(s) At least once every: 3 ❑ month(s) (Maximum 3 years) ❑ NA
® ear(s)
Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA
Inspect dispersal cell(s) At least once every: ❑ month(s) 3 ( Maximum 3 Y ears) ❑ NA
fill
Clean effluent filter At least once every: ❑ month (s) )
� ®year(s) ❑ NA
Inspect m I r 0. month(s) ❑ NA
nsp t pu p, pump controls & alarm At least once every: 3 ® ear(s)
Flush laterals and pressure test At least once every: ❑ month(s) ❑ NA
-® year(s)
Other: At least once every: ❑ month(s) ❑ NA
❑ year(s)
Other:
❑ NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications:
Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank
inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks,
measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface.
The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding
of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the
immediate notification of the local regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire
contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113,
Wisconsin Administrative Code.
All other services, including but not limited to the servicing. of effluent filters, mechanical or pressurized components,. pretreatment
units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
GMW (4/01)
I
Page Z of
START UP AND OPERATION
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals
that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents
of the tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be
discharged to the dispersal cells) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of
effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring
power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to
restore normal levels within the pump tank.
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area
within 15 feet down slope of any mound or at -grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve .the performance and prolong the life of the
POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat;
foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil;
painting products; pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is
properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:
0 All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.,
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with
soil, gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant
replacement system:
❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption
system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by
required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will
result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must
comply with the rules in effect at that time.
❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS
technology a holding tank may be installed as a last resort to replace the failed POWTS.
❑ The site has not been evaluated to identify a suitable 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 available a holding tank
may be installed as a last resort to replace the failed POWTS.
13 . Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the
infiltrative surface. Reconstructions 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 OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name 2 MC —L S OAl Name
Phone S _ Z 7 3 — E ! 7 !!f Phone
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name Name � d jSz �DLI�/
Phone Phone
This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code.
, APR -12 -2005 16:28 FERGUSON ENT HUDSON 715 386 6144 P.01
[IGOULDS PUMPS Submersible
Effluent Pump
p
PE
'UMP
a=te
SPECIFICATIONS MOTOR FEATURES
Pump — General; General: ■ Corrosion resistant
• Discharge: 1'A" NPT • Single phase construction.
• Temperature: 104 (40 • 60 Hertz ■ Cast iron body.
maximum, continuous when • 115 and 230 volts s Thermoplastic impeller and
low fully submerged. • Built -in thermal overload pro- cover.
• Solids handling: Ih tection with automatic reset ■ Upper sleeve and lower
maximum sphere. • Gass B insulation. heavy duty ball bearing
APPLICATIONS • Automatic models include a • Oil - filled design. construction.
float switch. • High strength carbon steel ■ Motor is permanently
Specially designed for the • Manual models available. shaft. lubricated for extended
following uses: • Pumping range: see PE31 Motor: service life.
• Mound Systems performance chart or curve, • .33 HP, 3000 RPM ■ Powered for continuous
• Effluent/Dosing Systems PE31 Pump: • 115 volts operation.
• low Pressure Pipe Systems • Maximum capacity: 53 GPM • Shaded pole design ■ All ratings are within the
• Basement Draining • Maximum head: 25' TDH PE41 Motor working limits of the motor.
��.... • Heavy b Sum ■ Quick disconnect power
�y p/ PE41 Pump- HP, 3400 RPM
Dewatering • Maximum capacity: 61 GPM • 115 and 230 volts heavy d 16/3 rd lee with
• Maximum head: 29' TDH • PSC design 115 or duty uty volt grounding
PE51 Pump: PE51 Motor. p
• Maximum capacity: 70 GPM • .50 HP, 3400 RPM ■ Complete unit is heavy duty,
• Maximum head: 37' TDH • 115 and 230 volts portable and compact.
METERS FEET • PSC design ■ Mechanical seal is carbon,
40 I r - ceramic, BUNA and stainless
PE51 I I I DELS :PE31
MO PFA1, t Steel.
I
35 I _ I I I I I I' 'I ' HP .33.
I .ao, .50 ■ Stainless St @EI fasteners.
10
30 P I ' '- 2 GPM i I I I I AGENCY LISTINGS
r
1 FT •; '
O i ^ i 4 1 1 I • r �' i ' •i I.
I i
U I �I i i � �• I, i t I.
Q
C us
Ii
zo Tested to UL 778 and
CSA 222108 Standards
o 15 r I I I I ' 1 — 'N I �I I I By Canadian Standards Association
i r i I file #LR365a9
li
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• I � r i r •r
' i I
10 ^~� -; .,� I I I I x i I Goulds Pwnps is l50 9001 Refired
5
�. 0 0oI� 10 °jII ICI
20 30 40 50 so 70 GPM 80
0 5 10 15 m Goulds Pumps
® 2004 HT Water Technology, Inc. CAPACITY
Effective B E3 /47 ,un•' x004 ITT Industries
COMBINATION SEPTIC/DOSE CHAMBER TANK & PUMP SPECIFICATIONS
PER COMM 84.25 CODE CHANGES 2/1/2004
Access Opening, not top of cover, Access Opening, not top of cover,
must eidend to a point no greater
must eidend at least
than 6" Below Finished Grade 4" Above finished Glade _ �'�/ A
Cover with WCA?N Ele GOF V w C �
Locking Device N b , J L34Y PPed`� CAif
(typical) Finished Grade
%ul t.o��Jl� ►
'sewer¢' Min. 23"
)30r-r. 42 �a ► Access Opening
i
0 1E LAS
1NSU Min. Z3" Access Opening „
Oulat Effluent Filter ► W �� �f ��ovc SG.�'�
► Union Ap2oYEA P/ R6 3 fr.
Inlet Baffle ►
o Soda So��
Pump
3 ",�, or r�+.vr -� �n un er u���l, c�2h�er Z ,. ��er �►aH Qdyps
Two Compartment Septic/Pump Tank �� gle on a&V5 /de
/,y�am SPECIFICATIONS
TANK MFR: W/t�� DOSES PER DAY:
TANK SIZE: SEPTIC lice GAL. DOSE VOLUME: z 7—GAL.
DOSE GAL. (INCLUDES FLOWBACK & <20% OF DWFF)
ALARM MFR: CAPACITIES: A = Z ji NCHES = c GAL.
MODEL # W ", B = 2 INCHES = 2 GAL.
Switch type: — —
PUMP MFR: 1 ' 1 A-e-4g 0 C = INCHES = JYk2 GAL.
MODEL #: ef Z//
SWITCH TYPE: D = INCHES = ( GAL.
REQUIRED DISCHARGE RATE _GPM PUMP & ALARM WIRING PER COMM 83.43(8)(e)
VERTICAL DIFFERENCE BETWEEN PUMP OFF & DISTRIBUTION PIPE (LIFT) _ /0 FT.
MINIMUM NETWORK SUPPLY PRESSURE (DISTAL & NETWORK PRESSURE) _ + O FT.
FT. OF FORCEMAIN x _ _t.5 FT. FRICTION FACTOR ...... _ + FT.
TOTAL DYNAMIC HEAD (TDH) _ FT.
INTERNAL TANK DIMENSIONS: LENGTH ; WIDTH ; LIQUID DEPTH
MP/MPRS SIGNATURE: LICENSE NUMBER: O b �
Qu c
STANDARD CHAMBER
52"
2% " Cuick4 Standard Chamber 4
7v
(EFFECTIV
LENGTH)
e
12"
8"
1 F - 7 �
34" SIDE VIEW
SECTION VIEW
MultiPort End Cap
G
16"
12"
A t
34" SIDE VIEW TOP VIEW
FRONT VIEW
INFILTRATOR SYSTEMS INC. STANDARD LIMITED WARRANTY
(a) The structural hte9dry of each chamber, end plate. wedge and other accessory mandactured by Infiltrate ( "Mks "), when Installed and operated
In a leachfield of an crane septic system in accordance with Infiltrala's Instructions, is warranted to the original purchaser rHok6j against defective
materials and workmanship for one year from the date that the septic perms is Issued for the septic system containing the Units; proNded . however,
that If a septic Pemut is not required by applicable law, the warranty period wig begin upon the date that Installation of the septic system comrnencea.
To exercise its warranty rights, Holder must notify Infiltrator In writing at Its Corporate Headquarters In Old Saybrook, Connecticut within fifteen (15)
days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this United Warranty. / •
Infiltrators gabiliy spectfically excludes the cost of removal zrxllor Installation of the Units.
R
THE LIMITED MIT WARRANTY AND IN SUBPARAGRAPH (a) ARE I O
T . THERE ARE RT CULAR WARRANTIES WITH RESPECT SYSTEMS INC
TO THE UNITS, INCLUDING NO IMPLIED LIED WARRANTIES RANTIES OF MERCHANTABILITY TY OR OR FITNESS FOR A PARTICULAR PURPOSE.
(c) This Limited Warranty shag be void If any pert of the chamber system a manufactured by anyone other than Infiltrator The Limited Warranty does
not extend to incidental, oxmsequarhtiel, spralal «hdkect damages. Infiltrator shag not be liable for penalties or liquidated damages, I loss of Environmental Onsite Wastewater
Solution
production and profits, tabor and materials, overhead costs. a other losses or expenses Incurred by the Holder or any third party Speciflcany
excluded from Limited Warranty coverage are derrmage to the Units due to ordinary wear and tear, alteration. accident, misuse, abuse or neglect of
the Units ffic ; the Units being subjected to vehicle tra or other conditions which are not permitted by ft Installation hatructbns; fail rs to maintain the 6 Business Park
Road " P.O. Box 768
mrwnxn ground covers set forth In the InsUlallon Instructions. the placement of Ynpmper materials Into the system containing the Units failure of Old Saybrook, CT 06475
the Units or the septic system due to lnproper ailing or Improper sizing, excessive water usage. Improper grease sal
dispo, or Improper operation; «
any other event not caused by Infiltrator. This United Warranty shag be void if the Holier We to comply with all W the temps set forth In this Limited
Warranty. 860 -577 -7000 " FAX 860- 577 -7001
Further, In ro event ahal Infikrata be responsible for any loss a damage to the Hokder. the Units, or any tttird party resulting iron installation orship- 800 221 - 4436
merit, or from any product'WIRY Claire of Holder or any third party. For this UmBed Warranty to apply the t1Nts must be hatelled in a_ ante
with all site conditions required by state and local codes: all other applicable laws; and Infiltrator's Installation Instructions.
(d) No representative of Infiltrator has the authority to change or extend this Umlted Warranty. No warranty applies to ary party other than the origi-
nal Hokler.
The above represents the Stallard United Warreny offered by Infiltrator A limited number of states and counties have different warranty require-
ments. Ary purchaser of Units should! contact InBhbator's Corporate Headquarters In Old Saybrook, Connecticut, prior to such purchase. to obtain a
copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Lndts.
U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5.336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844
Canadian Patents: 1,329,959; 2,004,564 Other patents pending.
Infiltrator, Equalizer and SldeWinder are registered trademarks of Infiltrator Systems Inc. Infiltrator Is a registered trademark In France. Infiltrator Systems Inc.
is a registered trademark In Mexico. Contour, Contour Swivel Connection, Microl-eaching, PolyTuff, SnapLock, ChamberSpacer, Posil-ock, QuickCut, Qu ckPlay RECYCLEOPAPER
and Quick4 are trademarks of Infiltrator Systems Inc. 0 2003 Infiltrator Systems Inc. Printed in U.S.A. Q011203HP -0
8a8'976
KATHLEEN H. WALSH
REGISTER OF DEEDS
State Bar of Wisconsin Form 1 -2003 ST. CROIX CO.. VI
WARRANTY DEED RECEIVED FOR RECORD
Document Number Document Name 07/06/2006 10:00AN
WARRANTY DEED
EXEMPT #
THIS DEED, made between G & L Land Development, Inc., a Wisconsin REC FEE: 11.00
corporation TRANS FEE: 405.00
( "Grantor," whether one or more), COPY FEE:
and Mark Anthony Homes, Inc., a Wisconsin corporation CC FEE:
PAGES: 1
( "Grantee," whether one or more).
Grantor, for a valuable consideration, conveys to Grantee the following described real Recording Area
estate, together with the rents, profits, fixtures and other appurtenant interests, in
St. Croix County, State of Wisconsin ( "Property") (if more space is Name and Return Address
needed, please attach addendum):
River Valley Abstract & Title, Inc.
Lot 17, Plat of Cedar Woods in the Town of Troy, St. Croix County, Wisconsin. 1200 Hosford Street, suite 201
Hudson, WI 54016
File 1{:2689860
Part o1`040- 1035 -60 -000 & 04 - 1022 -70
Parcel Identification Number (PIN)
This is not homestead property.
(is) (is not)
Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except:
Easements, restrictions and rights -of -way of record, if any.
Dated July , 2006
G & L LAND DEVELOPMENT, INC.
Rog er 0 Sevqrs (SEAL`) • 1 td4aba- (SEAL)
* * GLEN M. WIESE, PRESIDENT
State Of Wisconsin (SEAL) (SEAL)
* *
AUTHENTICATION ACKNOWLEDGMENT
Signature(s)
STATE OF WISCONSIN )
authenticated on ) ss.
St.'Croix COUNTY }
*
Personally came before me on July , 2006
TITLE: MEMBER STATE BAR OF WISCONSIN the above -named Glen M. Wiese
(If not, to me known to be the person(s) who executed the foregoing
authorized by Wis. Stat. § 706.06) in t nowledged the same.
THIS INSTRUMENT DRAFTED BY:
*
Attorney Doug Berg Notary Public, State of Wisconsin
1200 Hosford Street, Suite 201 Hudson, WI 54016 My Commission (is permanent) (expires: c �u
(Signatures may be authenticated or acknowledged. Both are not necessary.)
NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED.
WARRANTY DEED V 2003 STATE BAR OF WISCONSIN FORM NO. 1-2003
" Type name below signatures.
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--
BEARING BACK TANGENT FORWARD TANGENT
47'33 "E N36'29'07 "E N00'54'01 "W
47'33 "E N36'29'07 "E N00'54'01 "W
55'14.5 "E NO2'44'30 "E N00'54'01 "W LEGEND
23'07.5 "E N36'29'07 "E N14'17'08 "W