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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Saety and Building Division
INSPECTION REPORT Sanitary Permit No:
430433 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)j.
Permit Holder's Name: City Village X Township Parcel Tax No:
Peterson, Timothy Somerset Township 032 - 2076 -50 -120
CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No:
4 c C57 -/ 14.30.20.790A20
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic J r r Benchmark
jy 4ti t t C � �, /Ga C_;- C:>
Dosing CG �n h . / Alt. BM
CJ � �'t�i � • /oQ. GG�
Aeration Z __.. ____ Bldg. Sewer
Holding "-- _` St/Ht Inlet 9 9�
TANK SETBACK INFORMATION "SM outlet 15-G
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic 3 o r , Dt Bottom
Dosing 3 ` y / Header /Man.
Aeration -- Dist. Pipe �3 art V ,
s�{ a rib
Holding Bot. System
�-
Final Grade
PUMP161PHON INFORMATION
Manufa,cturer Demand St Cover
P �v
Model Number
TDH Lift tion Loss System Head TDH Ft
Force main Length I Dist. to well
SOfL ABSORPTION SYSTEM
BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO 7 P — BLDG IWELL LAKE /STREAM LEACHING Manufacturer:
INFORMATION CLAMBER OR i e
Type >, System: t� T �'f ' UP IT Model Number: Y I)
DISTRIBUTION SYSTEM t_ J ►�• 3 = c. +tiv �:.�. -�
Id Distribution / rie Size 1 7771e Spacing Vent to Air Intake
Header/Manifold O ►/ Q� Pipe(s)
1 Length __ & L� _ Dia U Length Dia Spacing �- m
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center Bed /Trench Edges Topsoil Yes J No ;Yes No
COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: 10 / 2t / 03_ Inspection #2:
mWI
Location: 1571 Oak Ridge Lane Somerset, WI 54025 (SE 1/4 NE 1/4 14 T30N R20W) Green Acre Ctry Estates Lot 3 Parcel No: 14.30.20.790A20
n:. v.aS y. G �- ��A v-�� 3) Cv n i c� n` { l C3 �% -% + -r Cc, s F"
1.) Alt BM Description= �a �' 0 % � "l: � /� �. ox
,Poi f r Kam. Pi -w4- v r
2.) Bldg sewer length =`I ) I 4J / t c
C l " { o 'I O C: � C w r r c..,vl + cti.v�C.t 'SCa.✓t C. C' �- C� w�.�- C ` �t -err" �p , r✓
- amount of cover = 1 7
3
Plan Use other revision side for Required? N
additional format o
SBD -6710 (R.3/97) Date Insepctor's Signature Cart. No.
3 - au - 10
Safety and Buildings Division County
201 W. Washington Ave., P.O. Box 7082 5 4 C t p
Madison, WI 53707 - 7082 Sanitary Permit Number (to be filled in by Co.)
lVisconsin
(608) 261 -6546
De artment of Commerce
State Plan LD. Number
Sanitary Permit Application. �--
In accord with Comm 83.2 1, Wis, Adm. Code, personal information you provide
may be used for secondary purposes Privacy Law, sI5.04(1 xm) Project Address (if different than mailing address)
I. Application Information - Please Print All Information REGE V E D 10 -No
Property Owner's Na� Parcel # Lot # ock # V0 g
I CI C rn o b ?_003 i f 2
Property Owner's Mailing Address C !
Pr °petty Location 2 204
S T. !. � C
�� `ZONING OFFICE V., �V r '�ti Section ]�
City, Stat Zip Code / � Phone umber '
a j f �c
/ ' � 0 :: ` � W 1 0 ]d; 1 V E W
II. Type of Building (che4k all that apply) — a� 'S w`'t
or 2 Family Dwelling — Number of — (J�,S . S -vision Name CSM Number
❑ Public/Commercial - Describe use L TF r
❑ State Owned - Describe Use ( 3 2 _ V �=AIJ Q- �q City ty ❑Village ownship ofS
IIL Type of Permit: (Check only one box on line A. Complete line B if applicable)
A. ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ 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 Owner
IV. Type of POWTS stem: Check all that appl
on - Pressurized In- Ground ❑ Mound ? 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑
Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ R anng filter
Recirculating Synthetic Media Filter hang Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) s /
V. Dispersal/Treatment Area Information:
Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Pro posed t
- 9
VI. Tank Info Capacity in Total Number Manufacturer Pre ab tber PlAsti
Gallons Gallons of Units Concrete Constructed Glass
New Existing
Tacks Tanks
Septic or Holding Tm*
Aerobic Treatmera Unit
Dosing Chamber
VII. Responsibility Statement- I, the undersigne544unteresponsiblitty for installation of the POW shown on the attached plans.
Plumber's Name (Print) Plumber's azure MP/MPRS Number Business Phone Number
P" (Street, City, State' `5 txj)' S (`� / , /
VM. Court. � /De artment Use Only
0 ,Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Ste Issued l ui g Agent Signature (No Stamps)
Surcharge Fee) Z� _ '1D
C1 Owner Given Reason for Denial
IX. Conditions of Approval/Reasons for Disapproval 3) *k S S�S
SYSTEM OWNER: (� 1 �e 3 C$tti. L�
1 Septic tank, effluent filter and r �� �� y ✓/ .c� w} .
dispersal cell must all be serviced / maintained I D
as per management plan provided by plumber.
2. All setback requirements must be maintained
as per applicable code /ordinances.
Attach complete plans (to the County only) for the system on paper not less than 8112 z 11 inches is size
SBD -6398 (R. 08/02)
Iq
PLOT PLAN
PROJECT Tim Peterson ADDRESS 212 3rd Ave N. Minneaoolis Mn 55401
SE 1/4 NE 1/4S 14 /T N 20 W TOWN Somerset COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 10/2/03 BEDROOM 5
CONVENTIONAL )00( IN -GRO D PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 /600 LIFT TANK SIZE DOSE T SIZE
HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 1586 # of chainCrs 51
BENCHMARK V.R.P. Top of 1/2" Pipe V '�
ASSUME ELEVATION 1100' Filter Zabel A -100
❑ BOREHOLE O WELL - H.R.P. Same as Benchmark
313' Property Line SYSTEM ELEVATION 95.5/95.2/94.9 3.5' below grade
Vent Plans Designed Using
Standard Biodiffuser Conventional Powts
ALong Manual Version 2.0
Leaching Chamber
with 31.1 ft2 of Area _
1 � 1 1 �z
34" Grade at System Elevation loo 1s
90'
B.M. KILB.M.
0
87'
30'
50'
Pro 5
Combo Septic . Bedroom
2' House
35 , B -4
y d'
3%
Slope w L LB .� 4 ��_
144' -2
-�. it
�O p
9 9
3 -3' X 103' Cells with >3' Spacing
tod 73'
B -3
_r
PLOT PLAN
PROJECT Tim Peterson ADDRESS 212 3rd Ave N. Minneaoolis Mn 55401
SE 1/4 NE 1 / 4 S 14 /T N/ . 20 W TOWN Somerset COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 10/2/03 BEDROOM 5
CONVENTIONAL XXX IN -GRO D PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000/600 LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 1586 # of chambers 51
IL BENCHMARK V.R.P. Top of 1/2" Pipe �„� %,-- ASSUME ELEVATION loo' Filter Zabel A -100
❑ BOREHOLE O WELL *H.R.P. Same as Benchmark
SYSTEM ELEVATION 95.5/95.2/94.9 3.5' below grade
313' Property Line
od
AC Vent Plans Designed Using
Standard Biodiffuser Conventional Powts
>6„ Leaching Chamber Manual Version 2.0
of Cover with 31.1 ft2 of Area
/z
6 Lon g 3 4 Grade at System Elevation �— 9S i Mai
390'
B.M. lt. B.M.
0 87 ' B -1 " 33' 5'
30'
50' Pro 5
F°
Combo Septic . Bedroom
2' House
B -4
35'
3%
Slope
38'
144' -2
r
9'
3 -3' X 103' Cells with >3' Spacing
73'
B -3
1063
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Sal seance
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Crobc
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. P2
Please print all information.
evtewed Date O
Personal information you provide may be used secondl
Property Owner Pr Location W
Peterson, Tim A U G 1 4 2002 Govt Lot SE 1/4 NE 114 S 14 T 30 N R 20 W
Property Owner's Mailing Address Lot Block # Subd. Name or CSM#
212 3rd Ave. N. ST CROix COUNTY 1 na Green Acres Country Estates
City State Zip Le Phil 1 71 1 t9FFICE _. City Village Town Nearest Road
Minneapolis MN 55401 651 - 351 - 0995 Somerset Scout Camp Rd.
New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement
Public or commercial - Describe:
Parent material Steam terraces Flood plain elevation, if applicable na
General comments
and recommendations: System elevation 95.25 ft trenches spaced and depth to code 3.75 ft below grade
Boring #
'i's'i Bo
Pit Ground Surface elev. 99.00 ft. Depth to limiting factor 98 in. Sotl Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 I *Eff#2
1 0 -3 10yr312 none I 2msbk mfr cs 2c .5 .8
2 3 -18 1 Oyr4 /4 none scl 2msbk mfr gw 1 c .4 .6
3 18 -33 1 Oyr414 none st 1 csbk mfr gw 1 c .4 .6
4 33-06 7.5yr4/4 none Ifs 2msbk mfr gw na .5 �_9
5 66-84 7.5yr4/4 none cos osg mvfr gw na .7 1.6
aS 6 84 -98 7.5yr4/6 none sl/ms 2msbk mfr na na .5 .9
l�
Boring #
it O
Pit Ground Surface elev. 99.00 ft. Depth to limiting factor 98 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft=
*Eff#1 *Eff#2
1 0-3 10yr3/2 none 1 2msbk mfr cs 2c .5 .8
2 3-17 1 Oyr4 /4 none scl 1 csbk mfr gw 1 c 2 .3
3 17 -27 7.5yr4/4 none scl 2msbk mfr gw 1c .4 .6
4 27-44 7.5yr4/4 none sl 2msbk mfr gw na .5 .9
5 44-98 7.5yr4/6 none WIS 2msbk mvfr gw na .7 1.6
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD S mg/L and TSS <30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel _ �wf 248956
Address Steel Sal Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, W154017 811212002 715- 246 -5085
Property Owner Peterson, Tim Parcel ID # Page 2 of 3
3] Boring # Boring
Pit Ground Surface elev. 96.50 ft. Depth to limiting factor 98 in. Sov Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft'
*Eff#1 *Eff#2
1 0 -5 10yr3/2 none I 2msbk mfr cs 2c .5 .8
2 5 -21 10yr4 /4 none scl 2msbk mfr gw 1 c .4 .6
3 21 -31 7.5yr4/4 none sl 2msbk mfr gw na .5 .9
4 31 -98 7.5yr4/6 none sins 2msbk mfr gw na .5 .9
F4] Boring # `j Boring
Pit Ground Surface elev. 96.30 ft. Depth to limiting factor 98 in. Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft
*Eff#1 *Eff#2
1 0 -5 10yr3/2 none I 2msbk mfr cs 2c .5 .8
2 5 -20 10yr4 /4 none scl 2msbk mfr gw 1c .4 .6
3 20 -31 7.5yr4/4 none sl 2msbk mfr gw na .5 .9
4 31 -98 7.5yr4/6 none sUls 2msbk mfr gw na .5 .9
Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKV
*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
Page 3 of 3
STEELS SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST- POWTSM New Richmond, WI 54017
N Lic. # 248956 f Q (715) 246 -6200
fQrsc✓�
/ i
Al 7-30 N,1?,7 715 246 -5085
1 d i S�.•r+ e r SPf� S f Croix 60
Cjreen A cres Cou✓I A e S, 0r /l
X13 `
N � �
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N Yl we k f 1ev&A
6z/.e 50 �-- ---_
A(O� T6 '/-Z-
�3y A-0,1 e"mer k
):S= Sari n55
►� e �i'on 5
87. 3 3 , p��
yL 3s B 3: y4,5oFf
3 A r{4
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-----------
-
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vj
C.h U y 1 -3,44
! Jf m
,—r
S00 w I EPP47'S8 "w 3 34
0.36'
13!599
ch
3 ACRES
N Q
1,5 �C. FT
f w
lsJ f
1 .• IROM
• z•. P 3.02 ACRES
O j "X;?,4 PO t3�.G'')r� c!7 FT
X85 PER LO .
i2' woE u'
100' ROpDh
1 0
a
NORTH LINE Of THE 9
S 2 2i q3 ,
Lo f (��
Maintenance and Contingency Plan for a Sep
tic System
Maintenance Plan pumped once ever 3 years.
1. Septic Tank is to be pump
Y
cleaned once a year. Please note: a larger filter is being installed ' +n
2. Effluent filter is to be '1 er.
' en
ante al of the filter.
maintenance order to extend the Once every 3 years, cells are to b ions pipes at the ends of
e i ed v
is the inspect P P
3. p
the cells.
agrees to limit greases, garbage, and water conditioner discharge into the system.
4. owner g
5. The owner agrees to save this plan.
6. Do not plant trees nor park nor drive over system.
7. Watershed is to be diverted away
from system.
8. Discharge into system is not exceed those required as per Comm, 83
Contingency Plan
f s stem fails, determine cause of failure, use alternate area and install new system or
1. 1 y
install system at a lower elevation.
2. Replace any other failing components as needed.
Plumber. Shaun Bird 715-246-
st. Croix County Zoning 715 - 386 -4680
Pumper Tom Mondor 71 5- 246 -5148
Shaun Bird #226900
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
owner/Buyer
Mailing Address - 3 �► n n tL rn
Property Address 1 51 ✓1
(Verification required from Planning Department for new construction)
City/State Parcel Identification Number 0 3 "�— -- Q 6
r I
LEGAL DESCRIPTION t 3
L �� g_ Z
SQ,ne�s
Property Location _ 1 A, Sec. ./X T N -R O W
, own o f
+3
S ubdivision , a^^- T
I t cs
S
Certified Survey Map # , Volume , Page #
Warranty Deed # O S (� , Volume _� � _]Z Page # -�
Spec house ❑ yes o Lot lines identifiable�es ❑ 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
J
mastor P lumber, 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.
I/we, the undersigned have read the above requirements and agree to maintain the private sewage dispo sal syst em 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 vour septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
S e I e expiration date.
IGNA OF APPLICANT DATE
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 owners) of
the pro Ity d above, by virtue of a warranty deed recorded in Register of Deeds Office.
0laldz3
IGNATURE 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 map if reference is made in the warranty deed
• J 1940;' CS1 t3
STATE BAR OF WISCONSIN FORM I -2000
WARRANTY DEED 6 8 5 6 1 5
Document Number REGISTER OF DEEDS
Thii Deed, made between Tom J. Charpentier, a single ST. CROIX Go., VI
person RECEIVED FOR RECORD
Grantor, 08 -02 -2002 9:15 AN
and Timothy C. Peterson, a married person WARRANTY DEED
EXEMPT #
REC FEE: 13.00
Grantee. TRANS FEE: 381.00
Grantor, for a valuable consideration, conveys to Grantee the following COPY FEE:
described real estate in St. Croix County, State of CERT COPY FEE:
Wisconsin (the "Property ") (if more space is needed, please attach addendum):
PAGES: 2
See Attachment
Recording Area
Name and Return Address
Title One, Premier Group, Inc.
706 19th Street South
Hudson, Wisconsin 54016
032- 2076 -50 -120
Parcel Identification Number (PIN)
Together with all appurtenant rights, title and interests. 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
Roadways, Easements, and Restrictions of Record.
Dated this 1st day of August 2002
� 1 �
» ' Tom J. Charpentier
» »
AUTHENTICATION �aawaggt ACKNOWLEDGMENT
Q'( P(J& t q , STATE OF WISCONSIN )
Signature(s) "r� ) ss.
St. Croix County. )
authenticated this day of V ¢ Personally came before me this list day of
PAS{ g 3 August 2002 the above named
Tome J. Charoentier
TITLE: MEMBER STATE BAR OF WIS I Q el p I� ar
(If not, 11VII to me known to be the person who executed
authorized by §706.06, Wis. Slats.) the fore 'ng i t me d knowledged the same.
THIS INSTRUMENT WAS DRAFTED BY »
P alm
Michael H. Forecki t Attorney tart' Public, State of Wisconsin
Eau Claire, Wisconsin My Commission is permanent. (If not, state expiration date:
Si natures may be authenticated or acknowledged. Both are not necessary.) December 12 2004 .
"Names dl'persons signing in any capacity must be typed or printed below their signature.
WARRANTY DEED STATE BAR OF WISCONSIN FORM No. I -2000
homey Michael H Forecki 1830 Brackett Ave, Eau Claire WI 54701-4627
Phone: (715) 835 -3029 Fax: (715) 835 -4112 Michael H. Forecki T5436244ZFX
Produced wish ZipFonn I- by RE FonnaNat, LLC x19025 Fifteen We Road, Onion Township, Michigan 419035, (900) 3133 -91305
- - 1
J u
STATE BAR OF WISCONSIN FORM] -2000
WARRANTY DEED 6$ 5 8 1 5
Document Number REGISTER OF DEEDS
This Deed, made between Tom J. Charpentier, a single ST. CROIX Co., NI
arson RECEIVED FOR RECORD
Grantor, 0 8 - 02 -2002 9:15 AN
and Timothy C. Peterson, a married parson WARRANTY DEED
EXEMPT #
REC FEE: 13.00
Grantee. TRANS FEE: 381.00
Grantor, for a valuable consideration, conveys to Grantee the following COPY FEE:
described real estate in St. Croix County, State of CERT COPY FEE:
Wisconsin the "Prop PAGES: 2
( pe y ") (if more space is needed, please attach addendum):
See Attachment
Recording Area
Name and Retum Address
Title One Premier Group, Inc.
706 19th Street South
Hudson, Wisconsin 54016
032 - 2076 -50 -120
Parcel Identification Number (PIN)
Together with all appurtenant rights, title and interests. 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
Roadways, Easements, and Restrictions of Record.
Dated this 1st day of August 2002
* * Tom J. Charpentier
r *
AUTHENTICATION xYIAW ACKNOWLEDGMENT
Signature(s) gPPY PU @�� STATE OF WISCONSIN ) ss.
St. Croix County. )
authenticated this day of Personally came before me this lot day of
y PAL August 2002 the above named
v
Tome J. Charoentier
TITLE: MEMBER STATE BAR OF WIS
(If not, to me known to be the person who executed
authorized by §706.06, Wis. Stats.) the fore 'ng me d cknowledged the same.
THIS INSTRUMENT WAS DRAFTED BY
* Pal
Michael H. Forecki, Attorney tary Public, State of Wisconsin
Eau Claire, Wisconsin My Commission is permanent. (If not, state expiration date:
(Signatures may be authenticated or acknowledged. Both are not necess .) December 1 2004 .
*Names of persons signing in any capacity must be typed or printed below their signature.
WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 1 -2000
norney Michael H Forecki 1830 Brackett Ave, Eau Claire W154701 -4627
Phone: (715) 835 -3029 Fax: (715) 8354112 Michael H. Forecki T5436244.ZFX
Produced with Z ffF T• by RE Fp Net, LLC IM25 Fifteen Mil* Road, Cliraan Toanshlp, Mlrhiaan 48035. (800) MAWS
1
J 1990i' 052
ADDBCW TO WARWfTY DEED
i
Lot 3 of Certified Survey Map recorded in Volume 8 on page 2204 as Document No. 458396 being a part of the
Southeast Quarter of the Northeast Quarter (SE' /. of NE' /4), Section 14, Township 30 North, Range 20 West,
AND a parcel of land located in part of the Southeast Quarter of the Northeast Quarter (SE %. of NE %.), Section
14, Township 30 North, Range 20 West, Town of Somerset, being part of Lot 11 of the plat of Green Acre
Country Estates, further described as follows: Commencing at the SE corner of said Section 14; thence
N.00 °09'46"E., along the east line of the SE %4 of said Section, 1319.83 feet; thence S.89 °48'13'W., along the
North line of the SEY. of NEY. of said Section, 360.30 feet to the Southeasterly corner of Lot 7 of said plat;
thence N.01 °17'12 "E., along the east line of said plat, 2015.26 feet to the point of beginning; thence continuing
N.01 °17'12'E., along said east line, 189.32 feet to the NE corner of said Lot 11; thence S.89 °47'56'W., along
the north line of said lot, 313.44 feet to the easterly right of way of the town road (Oak Ridge Lane); thence
5.00 °06'48'W., along said right of way, 0.36 feet to the point of curvature of a 233.00 foot radius curve,
concave northwesterly, whose central angle measures 54 °02'58 ", whose chord bears S.27 °08'17'W., and
measures 211.74 feet; thence southwesterly, along the arc of said curve and said right of way, 219.80 feet to
the point of tangency; thence S.54 °09'46'W., along said right of way, 50.00 feet to the point of curvature of a
167.00 foot radius curve, concave easterly, whose central angle measures 70 °42'34 ", whose chord bears
S. 18'4829W., and measures 193.26 feet; thence southerly, along the arc of said curve and said right of way,
206.10 feet to the point of tangency; thence S.16 °3248'W., along said right of way, 63.67 feet; thence
N.60 8"E., 561.76 feet to the point of beginning.
ADDEN[ M'TO WISa NSIN REAL ESTATE TRANSFER
Lot 3 of Certified Survey Map recorded in Volume 8 on page 2204 as Document No. 458396 being a part of the
Southeast Quarter of the Northeast Quarter (SE %4 of NE' /4), Section 14, Township 30 North, Range 20 West,
AND a parcel of land located in part of the Southeast Quarter of the Northeast Quarter (SE' /4 of NE %4), Section
14, Township 30 North, Range 20 West, Town of Somerset, being part of Lot 11 of the plat of Green Acre
Country Estates, further described as follows: Commencing at the SE corner of said Section 14; thence
N.00 ° 09'46 "E., along the east line of the SE' /4 of said Section, 1319.83 feet; thence S.89 0 48'13 "W., along the
North line of the SE %4 of NE %4 of said Section, 360.30 feet to the Southeasterly corner of Lot 7 of said plat;
thence N.01°1 7'12 "E., along the east line of said plat, 2015.26 feet to the point of beginning; thence continuing
N.01 °17'12 "E., along said east line, 189.32 feet to the NE corner of said Lot 11; thence S.89 0 47'58'W., along
the north line of said lot, 313.44 feet to the easterly right of way of the town road (Oak Ridge Lane); thence
S.00'06'48'W., along said right of way, 0.36 feet to the point of curvature of a 233.00 foot radius curve,
concave northwesterly, whose central angle measures 54 °02'58 ", whose chord bears S.27 °08'17'W., and
measures 211.74 feet; thence southwesterly, along the arc of said curve and said right of way, 219.80 feet to
the point of tangency; thence S.54 °09'46'W., along said right of way, 50.00 feet to the point of curvature of a
167.00 foot radius curve, concave easterly, whose central angle measures 70 ° 42'34 ", whose chord bears
S.18 and measures 193.26 feet; thence southerly, along the arc of said curve and said right.ofway,
206.10 feet to the point of tangency; thence S.16 °32'48'W., along said right of way, 63.67 feet; thence
N.60 ° 49'18 "E., 561.76 feet to the point of beginning.
� cfl
( Ff LED
MAY 0 91990►
JAMES O'COWIELL 4 5 p Jv
'� Register of Deeds c8 v
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