HomeMy WebLinkAbout040-1285-70-000 Wisconsi]r Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
4 Safbty and( Buil*g Division
INSPECTION REPORT sanitary Permit No:
399462
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID N
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:
Miller, Sam I Troy Township 040 - 1285 -70 -000
CST BM Elev: Insp. BM Elev BM Description:
1 �
�O • O 6 �.Y)Of � c4T 3tAti
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic . Benchmark
3, v ao , a
Dosing Alt. BM
Aeration Bldg. Sewer
Holding St/Ht Inlet 1. 7(2.10
St/HtOutlet •}O qS• +3
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG, Vent to Air Intake ROAD Dt Inlet
Septic _ Dt Bottom
Dosing Header /Man. 915 Q .2Sa
Aeration Dist. Pipe 9.715 •O � t
Holding Bot. System )0.9 G 92-So
Final Grad ` - ,"�" S Rj• 65' 1
PUMP /SIPHON INFORMATION �Iwe9v�.
M nufacturer Demand St Cover
M '
Model umber
TDH Friction Loss System Head —7 7 Ft
Forcemain Length Dist.
SOIL ABSORPTION SYSTEM
BED/TRENCH Width r Length j No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. T uid Depth
DIMENSIONS �-+ $�
SETBACK SYSTEM TO /L EILDG WELL LAKE /STREAM LEACHING M nufact
INFORMATION CHAMBER OR 'OGt
Type Of System: 1 UNIT Moe Numb r: u
t^1 -
DISTRIBUTION SYSTEM
Header /M�an�ifold Distribution x Hole Size ] xHole Vent to Air Intake
9 _�_ Plpe(s)
Len 1
th Dia L Dia Spacing
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 W No R Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: (L /i-F5 / 01 Inspection
Location: 493 Apple Pine Circle Hudson, WI 54016 ( W 1/ NW 1/4 9 T28N R19W) The Orchard Lo Parcel No: 09.28.19.1621
1.) Alt BM Description =
2.) Bldg sewer length= 20 1
0 amount of cover = 7 3L
Plan revision Required? En Yes No t
Use other side for additional information. ] L
t $at�`-� _ � C * L' In! epctor's Signature Cwr� . .
SBD -6710 (R.3197) � t "�^�' -�
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De artment of Commerce Per Number
Sanitary permit Application" mit Qp
Wit Adm. Cade. Petaootl Wf =MWn you P ❑Check it Revitwn
In accord wish Camm 8311. V :15. 1 m
asa be wed for Star Plan I.D. Number N
L Application Intermatbo - Plan. Print AN Intermatlon
fin► Owmet Now Parcel Number OCI , of ! q • /�o aZ/
Property Locafm uJ
p ao.r t 1/ailiog A4drm T L o N R a
X S
zip Code Phone Number Lot Number Ix 7 7 jMo* Numb er City. Star
Subdivision Name CSM Number yg �
Ii. lyy Qf Buildioi (am all dW apply)
A l or 2 FandOy Dweilt - Ntttaber of Bedrooms ''// r Ova f L a
❑ pUMWCom=wW - Destai w Use T
Neuat Road
0 ewe owned /Z 3 9 3 .? 5 "f c1 N e N t!a. (� s PIP l E. ?-`' ►
l (creek od7 one baz on line A (numbering scheme for internal use). Complde line B it applicable)
ML Ty" of TL-7, or een�y we
A. 1 N > aoa°°°t Srm 3 0 � of 6 0 Addidon to
Tank Onl
stem aoem Date Issued
B. 0 Cho Permit Ptevtously
Is permit Number
IV. Ty" of heck all that plr)(nnmberlei secbem d for internal tree) 30 F>< f+'`"
44 Non Pie mdsnd b4cound 1� 0 Mound 0 S
47 ❑ Sam Filter So ❑Construct �.� � 3'x 9 3y 7 S ' •�
410 Holding Tank 48 ingle Pass 510D Line / S -C H AW arkS f. A d o r
22� Pt em b4tovm ❑ Other
45 At -grade
46 0 Aerobic Ztaement Unit 490 Rec' 30
V. Area Intormatbn: percolation Race Systees Elevation Pmal (rode
12 Del on Fbw (gpd) Area Dispersal Ara Soil Application l�evaaon
Required Proposed Rate(t3als ) (Min ✓Inch) r
in Total Number Mawtfacturer Prefab Site Steel Fiber Plastic
VL Tack Into Gaum M Taub Concrete Constntctnd
New B*ft
Tanks Tasb
S.pde
at NoMing Tads
Chunber
V1�. gtatement_ tmdersiped, sun= rwpoodbUity for installation of the POWTS shown on the attached plans.
ppmtber': Name (Print) Phtmber's S ' / MP/INPRS Number Business Phone Number
_ E EGA z z fir'? 3 (o Z_
A Code)
piumber't Address (Stied. City. Stain. � y0 /6
1070 eft- I Flo / ,® .0 vn so Gv
v, /DeftWtMeAt Use O Issuing Agent SiBmum (No Stamps)
Sanitary Permit Fee (includes Orowdwater Date Issued
roved
A pproved 0 q ner"CA"n Inim Adverse Surcharg Fee) � S ec� (d (
0 0 l _
,, Date •
of ApprovaUlteasoos for Dhapproval
1. fluent alter to be installed and maintained per manufacturer's recommendations.
2. Floodplain mapping = Zone "C"
3. All setbacks to system and residential structure must meet applicable code requirements.
4. Well setbacks to be maintained per NR 811 & 812.
5. There shall be .< 8 ft. of sat hiss the. gill a 11 h►cha Is sbe
ur the gs MIR M MPw
SB"398 (R. 05101)
SAn�1�
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3 rn ZZ .e s a x 3.7s " � S - - rt2 07N
BiO oDfffuser Specfficatio
76"
00 00 00 00 00 00 00 00 00
OD OO �� 00 OD Dt Q� OO OD
�� 00 OD DO �� OO OD DO Ol Chamber
�� DO o0 00 0o DO OD DD OD Height
�� DO OD OO DD OO OD DO OD
OD OO OO DO O( DO G� OO �0
l OO O� �O OO �O OO Old OO
AH three BioDlffuser sizes Can
withstand H -10 bads when
installed with RroWY graded Chamber
8r soils. A•fnW- Height
of �'�
req ' H- 10IQW& TN. End View
1 f�" 8iD[alffu�er
is, for H•20 loads.
A of 18' of Cover is 34"
r"Wmd :1W. K -20 foods.
4" Knockout
[ Universal End Cap
Chamber 111$ 14 High 16 High
Available Sizes
Dimensions Standard Capacity Capacity
Length 76" 76" 76"
i
Width 34" 34 34"
Height 11" 14" 16" v
Invert 6.5 9 11.3
10
1405
Wisconsin Departrnent of Commerce SOIL EVALUATION REPORT pap 1 of 3
Division of Safety and Buildings in accordance with Comm 85 Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site plan on paper not less than 8'h x 11 inches in size. Plan must County
St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
Parcel I.D.
percent slope, scale or dimemsions, north arrow, an-d- loc and distance to nearest road.
040 - 1039- 70 -000, ID#9.28.17.133A
Please print nfortmiron:. 7 By Dam
Personal information you provide may l uW for secondary purposes (Pdvaeyt r#, s. 15.04 (1) (m)). /d A.X —mil
Property Owner` Property Location
Miller, Sam t `= — �'� _'Gov Lot NW 1M NW 19 S 9 T 28 N R 19 W
Property Owner's Mailing Address ` ° } Lot # B lock # Subd. Name or CSMJ/
P.O. Box 151 Plat O f Miller's Orchard
City St>fe .gip C 'P _j City _j Vllage Town Nearest Road
r
Hudson WV "54.016 {7 x '386 - 2.78 % Troy I Apple Pine Circle
I J/ New Construction lJse: a Re9tc�Mllal,I 141 flaw of rooms 4 Code derived design w rate 600 GPD
Replacement Public oPu 7 f
Parent material Glacial outwash _- ._ _ Flood plain elevation, if applicable na
General comments
and recommendations: Recommend installing 2 trenches at 3' x 90.625', using 29 high capacity BioDiffuser infiltrator chambers at
system elev. = 92.50'.
a Bori ng # 0 PR Ground Surface elev. 97.91 ft. Depth to limiting factor > 132" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
1 0 -24 1Oyr3/3 non is lfsbk mvfr gs 2fm,1c 0.7 1.2
2 24 -32 1Oyr2/1 none sl 2 %bk m vfr cs 2fm 0.5 0.9
3 32-42 1 Oyr3/2 none Is 1 fsbk mvfr cs 2f,1 m 0.7 1.2
4 42 -77 1Oyr5/6 none Is Osg ml gs 1f 0.7 1.2
5 745 1Oyr5/4 none s Osg ml gs - 0.7 1.2
6 95 -132 1Oyr6 /4 non s osg ml - - 0.7 1.2
a Boring 2 Boring # 0 Pit Ground Surface elev. 97.76 — ft. Depth to limiting factor > 135" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPDW
- Eff#1 "E
1 0 -20 1Oyr3/2 none sl 2 fsbk mvfr gs 2f,1m 0.5 0.9
2 20 -33. 1Oyr5/4 none sil 2fsbk mvfr cs 2f,1mc 0.5 0.8
3 -47 7.5yr4/6 none Is Osg ml cs 1fm 0.7 1.2
4 47-99 1Oyr5/6 none s Os ml gs 1f 0.7 1.2
5 69-88 1Oyr5/4 none s Osg ml gs - 0.7 1.2
6 88 -135 1Oyr6 /4 none s oso ml - - 1.2
Effluent #1= BOD ? 30 < 220 mg/L and TSS >30 <450 mg/L BOD _ and TSS <-,30 mg/L
CST Narne (Please Print) Signature. CST Number
James K. Thompson _ - �— 3602
Address A.C.E. Sal & Site Evaluations �Datavalwafiw Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 4/23/01 715- 248 -7767
r
Property Owner Miller, Sam Parcel ID # 040 -103 70-000, ID# Page 2 of 3
3 ] F Boring # Boring OM Pit Ground Surface elev. 96.46 ft. Depth to limiting factor > 128" in. Soil quern Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GP
"Eff#1 'Eff#2
1 0 -15 1Oyr3/2 none sl 2 f sb k mvfr gs 2f,lm 0.5 0.9
2 15 -30 1Oyr5 /4 none sit 2fsbk mvfr cs 2f,1mc 0.5 0.8
3 30 -36 7.5yr4/6 none Is Osg ml Cs I 0.7 1.2
4 36- 4 1Oyr5/6 none s Osg ml gs 1f 0.7 1.2
5 74 -91 1Oyr5 /4 none s Os g ml gs - 0.7 1.2
6 91128 10yr6/4 none s osg ml - - 0.7 1.2
4 Boring #
F
Boring 01 Pit Ground Surface elev. 91.86 it Depth to limiting factor >116 in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDr
*Eff#1 *Eff#2
1 0 -14 1 Oyr3 /3 n one Is 1 f sbk mv fr gs 2fm,1 c 0.7 1.2
2 14-32 1Oyr2 /1 none sl 2fsbk mvfr CS 2fm 0.5 0.9
3 3240 1 Oyr3/2 none Is 1 fsbk mvfr Cs 2f,1 m 0.7 1.2
4 40 -73 1Oyr5/6 n one Is Osg ml gs 1f 0.7 1. 2
5 73 -93 1Oyr5 /4 none s Osg ml gs - 0.7 1.2
6 93 -116 1Oyr6/4 none s osg ml - - 0.7 1.2
5 Boring #
Boring
Pit Ground Surface env. 93.11 ft. Depth to limiting factor >112" in. Sol gppl Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP
*Eff#1 'Eff#2
1 0 -9 1 Oyr3/3 non Is 1 fsb mvfr gs 2fm,1 c 0.7 1.2
2 9 -19 10yr2/1 none sl 2fsbk mvfr CS 2fm 0.5 0.9
3 19 -24 1Oyr3/2 n one Is Ifsbk mvfr Cs 2f,1m 0.7 1.2
4 24 -54 10yr5 /6 non Is Osg ml gs 1f 0.7 1.2
5 54-86 1Oyr5 /4 none s Osg ml gs - 0.7 1.2
6 86 -112 10yr6 /4 none s osg ml - - 0.7 1.2
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD <_30 nVL and TSS <,0 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 devarhnent at 608 -266 -3151 or TTY 608- 264 -8777.
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POWTS OWNER MANUAL &L PIANAU"' I" r"'". ---
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner I Septic Tank Capacity 1210 al ❑ NA
Permit # Septic Tank Manufacturer ❑ NA
DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA
Number of Bedrooms ❑ NA, Effluent Filter Model 4/60 ❑ NA
Number of Commercial Units A Pump Tank Capacity gal 6-NA
Estimated flow (average) gal /day Pump Tank Manufacturer �1dA
Design flow (peak), (Estimated X 1.5) C gal /day Pump Manufacturer ANA
Soil Application Rate �� gal /day /ft' Pump Model -l"-] NA
Influent/Effluent Quality Monthly average* Pretreatment Unit NA
❑Sand /Gravel Filter ❑Peat Filter
Fats, Oil 8T Grease (FOG) :530 mg/L ❑ Mechanical Aeration ❑ Wetland
Biochemical Oxygen Demand (BODs) :_220 mg /L ❑ Disinfection ❑ Other:
Total Suspended Solids ( TSS) s l SO mg /L Manufacturer
Pretreated Effluent Quality ' ❑ NA Monthly average* * Dis rsal Cell(s)
Biochemical Oxygen Demand (BODs) :_30 mg/L 1n- ;round (gravity) ❑ In- ground (pressurized)
Total Suspended Solids (TSS) s30 mg/L ❑ At -grade ❑ Mound
Fecal Coliform (geometric mean) :510 cfu/ 100m1 ❑ Drip -line ❑ Other:
Maximum Effluent Particle Size inch diameter * Vaiues typical for domestic (non - commercial) wastewater and septa
tank effluent.
* * values typical for pretreated wastewater.
MAINTENANCE SCHEDULE
Service Event Service Frequency
❑months 8- years) (Maximum 3 yrs.)
Inspect condition of tank(s) At least once every (
Pump out contents of tank(s) When combined sludge and scum equals one -third (Ys) of tank volume
Inspect dispersal cell(s) At least once every ( ❑months �'year(s) (Maximum 3 yrs.)
Clean effluent filter At least once every ( ❑months -❑ year(s)
Inspect pump, pump controls 8t:alarm At feast once every [3 months ❑ year(s) la'NA
❑ months ❑ year(s)
Flush laterals and pressure test At least once every
Other: At least once every ❑months ❑ year(s) O'iVA
Other: At least once every ❑ months ❑ year(s) O't�fA
MAINTENANCE INSTRUCTIONS
inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Ma:
Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspectic
must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure
volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersa!
cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent or
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.
the entire
When the combined accumulation a be remo ed a Septage Servicing Opera
or l and dis po sed of in accordance e with ch. 1 13, W iscOI
contents of the tank
Administrative Code.
The servicing of effluent filters, mechanical or pressurized POWTS components, pretreat
ement components, and any other
maintenance or monitoring at intervals of 12 months or less 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.
START UP AND OPERATION
ction prior to use of the POWTS check treatment tank(s) for the presence of painting produ have cony
For new construction, P
that may impede the treatment process and /or damage the dispersal cell(s). If high concentra are detected
of rMo ran4fsl ram d b a senwe servicing operator prior to use.
o vP Y
Page — of_
Sys . le start up shall not occur when soil conditlons 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 cell($) in one large dose, overloading the cell($) 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 Sepuge Servicing Operator prior to restorinti
power to the effluent pump or contact a Plumber or POWTS Malntalner to assist In manually operating the pump controls to
restore ncrmal levels within the pump lank.
Do not drive or park vehicles over unks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area
O n mound or at
trade area.
a
within 15 feet down slope o Y �' cede soil absorp
i
Reduction or elimination of the following from the wastewater sure am rna Y the pe rformance 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 peepngs; gasoline; grease; herbicides; meat scraps, medications; oil;
palntinv Products; Desticides; sanitary napkins: tamoonsi and water softener brine.
A$AN DON EM ENT
When the POWTS fails and /or Is permanently taken out of servlce the following steps shall be taken to Insure that the system is
property and safely abandoned In compliance with ch. Comm 83.33, Wisconsin Admintstrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of alt unks and pits shall be removed and property disposed of by a Septage Servicing Operator.
• Aker 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 falls and cannot be repaired the following measures have been, or must be taken, W 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 strucwre, lot Ones and wells. Failure to protect the replacement area will
result In the need for a new soil and site evaluation to establish a sultaMe replacement aria. Replacement systems must
comply with the rules In effect at that time.
O A sultable replacement area Is not available due to setback and /or soil limitations. 6arr(ng advancts In POWTS technology
a holding tank may be installed as a last resort to replace the failed POWTS.
O The site has not been evaluated to Identify a suitable replacement area. Upon failure of the POWTS a loll and site
evaluation must be performed to locate a suitable replacerrtentarea. if no replacement area Is available a holding tank may
be Installed as a last resort w replace the failed POWTS.
O Mound and at-grade soft absorption systems may be reconstructed In place following removal of the biomat at the
Inflluative 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 RE DIFFICULT OR
IMPMURI F.
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name 1 Na me
Phone - 715 7 3� — Phone
SEPTAGE SERVICING OPERATOR (PUMPER2 LOCAL REGULATORY AUTHORITY
Name Agency CAD_ r
Phon• f
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer S/+ /;V /L L42
Mailing Address ZO X
Property Address �A9 ��a /F p lNE 4 L
(Verification required from Planning Department for new construction)
City/State J SD N . 1 Parcel Identification Number
- ®0
r.F GAL DESCRIPTION
Property Location �� ' /•, 1V w ' /., Sec. T z N-R 19 Town of
vision '�! Lot # Z Z
bbd'r
Certified Survey P Ma # 41 F- 360 , Volume Page #
Warranty Deed #
03 27 9 ,Volume /sS , Page# Z - 3
Spec house yes ❑ no Lot lines identifiable yes 0 no
SYSTEM NLArNTENANCE
Impr+aiper 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, 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
asset by the Department of Commerce an
set forth, herein, d the Department of Natural Resources, State of Wisconsin. Certification
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
da s of the three ex do date.
1
C--jff krPLICANt DATE
NER CERTIFICATION
i.; 1'(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
de a y virtue of a warranty deed recorded in Register of Deeds Office.
/o / off /01
S A OP ' PLICA DATE
An y information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department.
•tar►
•• 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
I A
-- - p
STATE BAR OF WISCONSIN FORM 7 - 1998 632796
TRUSTEE'S DEED KATHLEEN H. YALSH
VOL 1555PAGE 1323 REGISTER OF DEEDS
���" ST. CROIX CO., YI
DANIEL S. SOLBERG AND KARLA J. SOLBERG RECEIIIEB FOR IECORI
11 -01 -2000 1:30 RM
TRUSTEES 10
as Trusteed EXEMPT 1
DANIEL S. SOLBERG AND MUCOFJ. SOLBERG REVOCABLE CERT C0PV FEES
TRUST DATED APRIL . - COPY FEES
TRANSFER FEES 2180.30
RECOR/I16 FEES 10.01
for a val pie consideration cone without warrant to 1
SAj! E. HILLER. A SINGLE PERSON
r
Necaro..� AIW
Granite ....
.. .......... . ..
the following described real estate In ST . County.
State of Wiscortatn: SAM MILLER
P.O. BOX 151
PART OF.THE NA OF THE NA AND THE SW►X OF T11E NWk AND THE " HUDSON, WI 54016
NEk OF THE NWk AND THE NWT OF THE NEk AND THE NA OF THE
SWk OF SECTION 9, TOWNSHIP 28 NORTH, RANGE 19 WEST, TOWN
OF TROY. ST. CROIX COUNTY. WISCONSIN AND MORE PARTICULARLY.----.-....----- _ -- _ :. -- - -- ...
DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF 040 - 1038 -60 040 - 1039 -60 -000
SAID SECTION 9, THENCE SOO'50'54 "E ALONG THE WEST LINE OF - - -
SAIDNA 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID Parcel IdentatAIM Nl/Bber
SECTION 9; THENCE S00'4532 "E ALONG THE WEST LINE SWk OF
SAID SECTION 9 150.31 FEET: THENCE 556'24 "E 70.00 FEET: THENCE N59 "E 850.85 FEET
THENCE ON AN ARC OF A CURVE TO THE RIGHT 102.10 FEET AND WHOSE RADIUS IS 403.00 FEET AND
CHORD BEARS N07 "W 101.78 'FEET; THENCE N00'21'49 "E 569.05 FEET; THENCE S88'45'38 "W
250.00 FEET; THENCE N00'50 "W 350.92FEET; THENCE S88'57'07 "W 512.29 FEET; THENCE
N00'50'54" 100.00 FEET; THENCE N88'57'07 "E 250.31 FEET; THENCE NO3'10'51 "E 202.31 FEET;
THENCE N32'19'49 "W 95.25 FEET; THENCE NO2'24'54 "E 136.96 FEET; THENCE S87'34'25 "E 198.63
FEET; THENCE SO1'54'33 "W 149.41 FEET; THENCE N89'46'50 "E 148.76 FEET; THENCE S2'27'16 "W
256.95 FEET; THENCE N88'57 "E 1065.55 FEET; THENCE N89'12'30 "E 325.61 FEET; THENCE
S00'47'30 "E 10.00 FEET; THENCE N89'12'30 "E 554.46 FEET; THENCE NO1 "E 587.22 FEET;
THENCE N55'31'03 "E 651.90 FEET; THENCE N38'09'35 "W 413.25 FEET; THENCE S89'31'02 "W 142.03
FEET TO THE NORTH QUARTER CORNER OF SAID SECTION 9; THENCE 589'12'35 'W ALONG THE NORTH
LINE OF THE NWT OF SAID SECTION 9, 2666.45 FEET TO THE POINT OF BEGINNING, SAID PARCEL
CONTAINS 96.52 ACRES AND IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD.
Dated this - day d OC TOBER 2000
i�
I
241- §EAw Z ' A �,$ � (SEAL)
DANIEL S. SOLBER KARLA J. SOLBERG
nrtee Them
i
AUTHENTICATION ACKNOWLEDGMgNT
State of Wisconsin,
S►gnawre(r
, aa.
Count
P ll tame before me this day or
authenticated this day of the above named
TITLE: MEMBER STATE BAR OF WISCONSIN v to .
(If not. me known to be the person L who executed the foregoing
authorised by $706.06. Wis. Stets) 1 trument and acknowledge the erne
TWS INSTRUMENT WAS DRAFTEO BY
OW►y
H EYWOOD& CARL - S, C 204 LOCUST STREET _ S.t. #f WIStAl131N
HUDSON, WI 54016 Notary Public. State of Wisconsin
My commission Is permanent. (If nqt. state expiration date.
(Signatures may be authenticated or acknowledged. Bah are not
necessary)
• N. or V. r.. Wile M .,y c.PKAY ..,r M typtl ar Wire" ad- 11„r.lal,.tY,4
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