HomeMy WebLinkAbout020-1450-18-000Wisconsin Department of Commerce
Safety and Binding Div~tion
GENERAL INFORMATION
PRIVATE SEWAGE SYSTEM
INSPECTION REPORT
(ATTACH TO PERMIT]
'ersonal infonnation you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]
'ennit Holder's Name: City Village X Township
Glen Johnson Construction Hudson, Town of
:ST BM Elev; Insp. BM Elev: BM Description:Q
~.7 ~ t
TANK INFORMATION
TYPE MANUFACTURER CAPACITY
Septic ~ ,
t 'S~- Qc / ~ c T
J C~!
~..~ ~ ~~
eration
Holding
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD
Septic ~~ ~ Z~1 } t t ~
`F
Dosing
Aeration
Holding G
PUMP/SIPHON INFORMATION
Manufacturer Demand
GPM
Model Number
TDH Lift Friction Loss System Head T Ft
Forcemain Len h Dia. t. to well
SOIL ABSORPTION SYSTEM
ELEVATION DATA
County:
St. Croix
Sanitary Permit No
463384 0
State Plan ID No:
Parcel Tax No:
020-1450-18-000
Section/Town/RangelMap No:
22.29.19.2888
STATION BS HI FS ELEV.
Benchmark
Z•5~
Jo2,5
/
Alt. BM /~
GG~ tie.., i , `,
~} ~ ,, ~,
Bldg. Sewer
n,
S'7~~5
St/Ht Inlet
/0~ 8
$7.3
St/Ht Outlet
Dt Inlet
~~
1
Dt Bottom
-~
'~.
Header/Man.
~,q G ~p~ 2,~
D
Dist. Pipe ~ ~~ ,
Bot. System i ~,~ ~~ . ~y
Final Grade ~ `a GO` t~5
1
St Cover ~` 4 a5 9
.~.-
BED/TRENCH Width i Length ~ ~ No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS ~ +,GjZ ( ,, '
^~ ~ e~LKS~ --
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: ~ ~`~
'
INFORMATION CHAMBER OR 1
/ IP
Type Of System: ^ ~ i 1
5 ~~1 ~ ~~ /
/ UNIT Model Number: ~ ~
r~
6 '~~ 1 '
DISTRIBUTION SYSTEM
,5
~ ~
z3 d- ZZ = ~S 7~
Header/Manifold ~~
Length, Dia Distribution `~
Length ~ Dia ` Spacing ` x Hole S`iz\e
` x Hol"e~Spacing
\ Vent to Ai Inta e
~~ ~
SnI~ COVIFQ Y Orocm,rn Cv~4omc rlnly YY Mnunti (7r DY-Grade. SVStP_MS Or1IV ~+~~
Depth Over ~
Bed/Trench Center Depth Over -
Bed/Trench Edge xx Depth of
Topsoil xx Seeded/Sodded
No
Y xx Mulched
Yes No
~C
~' s ~ ~
es :
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / /_
Location: 649 Roberts Lane Hudson, WI 4016 (NE 1/4 SW 1/4 22 T29N R19W) Hudson Estates Lot 18 Parcel No: 22.29.19.2888
1.) Alt BM Description = Ca~~s~ / L
~ aC~ ~~~,~ tnS ~ L-o~R.S O t/~
2.) Bldg sewer length = Z't
- amount of cover = ~ ~~~
"7 $ ,
Plan revision Required? Yes ~No ~ d~
Use other side for additional information.
Date
SBD-6710 (R.3/97)
~~~~~~
- ~sca-nsln
Department of Commerce
Safety anti 8ttildings Divisiutl 'County
201 W. Washington Ave„ P.O. Box 7162 S'~CYo_,. ~
Madison, WT 53707 - 7162 Sanitary Permit Number (to be filled in by Co.)
(608} 266-31 S ! ~/„ '? ~ ,Q' C~
~ Watery Permit Application
accord th Ca ~21, ts. Adm. Code, persotui utfortnation you ptavide
ma be u ~for.'sect r rpuses Privacy Law, s13A4(1)(tn)
10.~..__._._. ..__._. _-_ ,----__-_._...~..__.
Inform lion -Please 1l Itttortnation
wr t' Cn ~4v ~ +~n !? Lri /~ ~,.JO~N~Q~ (~U NS~/`vCi! r(/N
Property Qwner's M ailing Address
Cary, Statr - _- - - Zip Cude Phnne Number - ~~---~T~
a~~~./ J ~ _...
Ii. Type of Building (check ail that apply} d~~/ D~i~
~-i or 2 Family Dwelling - Number of Bedrooms ^~ __.__~-____,,,___~______~
~ PublicfCummereial - tkscritre Use __, ~__,_____. _ _
i_l State Owned -Describe Use ~ D~S% ~ C~ S~ z2 1~ ~!~_ ______....
III. Type of Permit: (Check only acne box a~n lined A. Complete line I3 if applicable)
A' 'ew System ~ ~.~ Replacement System i__ TreatmrnuNotding "tank Replacement Only
:'e
~' ~!~'~ i List Previous Permit T4umber and Date Issllre!
13. !.~ Permit Renewal ^ Pr;rmit Revision ~_ Change o! ~l_! Permit Transfer to New
Before P.xpiration Plumber i Owner i
IV. Tyve of PO_WTS System:_ (Check stti that apply) _ .. ... ---___._.._. ----- --
~Non -Preaeutized In-Ground ^ Mound > 2~1 in. of suitable sail ^ Mourd < 24 in. of s;}arable soil C At-Grade ^ Single Pass Sand Filter
~.1 C_otutructed Wetland ~ Pri;ssurized lrrGraund ~~ Holding Tatilc ~.-- Peat Filter :~ Aerobic 't'reatment Unit i_J Recirculating Santa Filter i
C_-i Recirculating Sytttltt~ic Media Filter Leaching Cham r ~ Uri Line Gra_~rl-Iezg Pi ~ ~ Other atn) _ __
_V. DispersallTrestment Area Information: __ S ~ -_-.- - -_-;
Design Flow (gpd) -T Design Soil Appllcation,2ate(gpdsf) iispzrsal Area Reyulrrd rsf) Dispersal Area Propos System I:levatioa ~ i
_ ----r----._ _ .._._._...~
VI. Tank Irifo ~w Capaeiry m Total '~-Number Manufacturer Prefab Site ~ Steel Pibs:r ~ Plustt~
i Gallotu Gallons ~ of L'ruts ; ~ Concrete Conso~ucted i ~ (3tsss
or
New Existi
~Ud i
Dosing Chamber ~ N ,t'
/~ v f .~
VII. Reaponsibllity Statetroent- 1, the undrrslgned, assume re
Plumber's Na me (Print] Piu,,ntb/pr's Si gnature .~
,/rJ~ C ~%~ ~ ~GOlte'_ mod' CY L~ r.
Plumber's Addre ss (Street, City. State, Zip Code)
State Plen L D.
Protect Address ( itlerent tho mailing a areas)
~~9
Parcel ~ Lat #+ ~~ - _. ~~Btoc:k ~' vJ
Property lion r ~~
~~L~ Y
i
(circle )
T~~_ N.~; . R~_E c
Suhdi ivisian Name -~- JCSM Number -
I
..City L}Village~Townsttiy of~~s'G.
r _ ~_- .,.,_.-_ _._._.J
~ Other Maditlcation to Lxist;rg System
-- --+
I
~e.s'~ ~%._ ~.._~._L_..._....~. _~...._.L. __~_.._.._~
1it± for ' tallation of the PQWTS shown on the attached plans. _ ~__ ~_.,,_ _
~? P/ PRS Number Business Phone Number ~
~~1_ ~~ ~~' 2'4 _ 715:3~=31 ~ l 1
I
S ~~
~.~, ~ l __. ---.-~
VII Count_ y!Department Use Oniy ,_________.___..-- --~--
~~ j_ Sasutary.Permit Fee includes Groundwater i Date Is ued wing Agent, igttantrz (' to ps)
'Approved ~ ~~ Disapproved (lD ~ ~~ ~~ ~ ~!
i Surcharge Feel ~~~ ~
~~~ ^ Owner Given Reason for Denial I _ _~ _.._ _ ---•-- -
IX. ~ rovaUReaions for Disapproval ~~'v"`T' ~r-~~,~~~y1J~/t/G//
1 eptic tank, effluent filter and ~~ ~Lilti 1-~ ~21~ ~~'~- ' I
dispersal cell must all be serviced / maintained ~ 0-Nw~'vt~ 3. ~Z ~ !~
as per mane ement la rovided b plumber.
2. se ack requirements must be main alne 3 - ~sr~1~z-`~ ~~ ~'~~
as per applicable code/ordinances. ^,~ ~/A~~--~,o , ~
_- pt~h tanplete plans (to the County only} for the syxtem on paper not Itrsa than ii li inchee in size
~Ya:..uDt- ~I~rl Der Te`e5 .C;~ ,zm~ f~ ,~~CiC~SG~f/ ~.~~ jorilcJrss~~s'avf-~
S'cm~~l``= YGf
/Bf~?ja `PUS >D0~ a_
~~
~'
F
f- ~,3
r `
~ /
~V
`~~
L~
~ ~,~r`
~ ~~
~~
40~~D ~ S~T(t.G
~~' ~~5~
J~irl~
~~r
q~
1v
~~ °/
~ - ~,~ m~ ~~ ~~~~ y~~ra~
~~o-.J ~- ~~<~ D ~Y T<`e S .~.,~ ~m ~ l~ ~~~~SG' a/ ~.8~ %d~,cJa~/~~S'o~
~'c ,Z~ 1 ~<= ylJ
~~~a ~11Fi /DD< °_
/.g/7~~- ®2 ~li~ ~7 ,~3
~~
t
~" ~
~,3
~~ ~
U
\V
~~~~ ~~
~~0. ,~`1.
~~~
~l
%~BO~'~D ~ , Gam?'. ~,G
,~J
~~' ~~Se
~' ~' ~`-~
I~)
~3rn I
q~
10
_ ry
,~~
~ ~ ~,~ ~,~ ~~ 7~~4 yj~~as
•
,~ a
~ 1~ ~ ; g9 ~
. ~ ~ 9 DFiNNJ~GE ~
~ • • ~ EASE A~1~ LOT 8
'(;' ~° N
\ ' N Z
.000 ~1QRES
ffWl • P08 60 ~ O
oR/uN~-GE ~ ~. 87,1 36 SO. FT• N ~
~ B~.l EASEAAEKT ~''~,,, 1 L.9.0 . s 610.60 ~ ;
• •e• •. u~. ~ ~'~ °
~.
~~ ~ ~ ~
'~ ~
11~+CRES ~ w
'• \ ~ o~
~ so. Fr. ~ \
..
u c
~ ~ ~ fc' ~ ~ se ~ so' w ~
314 ~ NWL = 008.60 "~ 101.50
,~1''~~ 'e'er 8,36 .B.Ij B.TB ~ ~ N 89~0'-~8''E
. 3 to
~ l.OT17
^~~ Q
o ~ • 2.101 /1CRE8 ' ~ ~' ~ .
~~~'• 818 61.510 SO. PT. H ~
DRNNAC3E
1 EASEMEKT
~ ~ o
~ ~ ~
~~ ~ ~
2, R
~ / ~
R~, '•L~ 87,38 8L~. ~
i~ / z
g?J •~. L . 6.0. 61 1 X40
a~ _
~ c~
~.~~~ a~s.54' N a
~ 9 ~ 0 5~ w ~^. ~
~~ 3
PROPERTY OWNER: Gram Properties. Lp $O!L AND SITE EVALUATION 120, ~ ~ ~ 4
PARCEL I.D.#
'fpm Schmitt
REPORT MEMO
Discontinuous silt inclusions were observed in B1 with redox features. The redox features in the silt are present
because the smaller particle size of silt holds onto the water stronger than the surrounding sand, it even has a
stronger hold than the force of gravity trying to pull the water down. The water that flows into the silt inclusion will not
seep out until the sr1t inclusion is completely saturated and cannot hold any more, then the force of gravity can start to
make the excess water start to flow. This is why redox features (mottles) are present in the inclusion. The outwash
sand that the silt inclusion is deposited into showed no signs of seasonal saturation or high groundwater.
** INSTALLERS**
When a ilt inclusio (silt ball) is encountered, the chambers that are installed in the silt should not be counted. More
chambers shout a added to the end of the trench in sand to make up for the lower gpd/sgft rate of the silt. This way
the 0.7gpd/sgft rate of the sand can be used and th ystem is only enlarged as needed.
.-. ~~ ~ IU~t~S ~e~u C-S~ SGtf~ iTT~>
S~
~~ ~~ `~~S
~cXJl~.a.cdMs ..~~ b.
St~cQrVi S~ , ~~
~L~
C)-vt. ~
~"`~- i S -~nC..(91..tC3( ~
o~.~. ~<
~~
`sue . ~~, -~ s.
`~~S tS ~ r
C {~-ps~ ~~-~-~S
____-~
^. s
. 1211
` Wiseortsin Department of Comrr~rce SOIL EVALUATION REPORT p~ 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt
County
Attach complete site plan on paper not less than S'/= x 11 inches in s¢e. Plan must St. Crobc
include, but not limded to: vefical and hor¢ontal reference point (BM), direction and Parcel t
percent slope, scale or dimensions, north anrniv, and k>c~ion and distance to nearest road. ~/ ~L/
Please print all information. Re ' Dale
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ Q
Property Owner Property Location
Grand Properties, LP Govt. Lot NE 1!4 SW 1/4 S 22 T 29 N R 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 18 Hudson Estates
City State Zip Code Phone Number ~ f City ~ ))age ~ Town Nearest Road
Somerset ~ WI 54025 715-247-5900 Hudson Roberts Lane
New Construction Use:. Residential /Number of bedrooms 3 Code derived design flow rate 450 GPD
J Replacement J Public or commercial -Describe:
Parent material Outwash Plain Flood plain elevation, if applicable na
General comments
and recommendations: Area is suitable a conve onal system with a 0.7 gpd/sgft rating. Possible system elevation for Area 1 is
(high trenct~53r (low) r8' . Slope of area is 4%.
Boring # ~ Boring
!~ Pit Ground Surface elev. 90.25 ft. Depth to limiting factor 96+ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Dfft=
"Eff#1 *Eff#2
1 0-18 10yr3/1 none sil 2fsbk mvfr as 1f .6 .8
2 18-30 10yr3/4 none sil 2msbk mvfr gw 1f .6 .8
3 30 10yr5/3 none I 2msbk mfr gw - .6 .8
4 44-96 10yr5/6 none s Osg ml -- .7 1.6
.U ~j ~ ,, 0 ~" ~ ~~(~
Boring # .`: Boring
Pit Ground Surface elev. 90.25 ft. Depth to limiting factor 97+ in• Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ftz
"Eff#1 "Eff#2
1 0-10 10yr3/2 none sil 2mgr mvfr as 2f .6 .8
2 10-27 10yr4/4 none I 2msbk mvfr gw 1f .6 .8
3 27-97 10yr516 none s Osg ml - - .7 1.6
From 55' to 79" -1" bands of sand Osg 7.5yr5/6 (accumulation of iron oxides)
Effluent #1 = 80D ~ 30 <_ 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = 80D5< 30 mg/L and TSS <13p rr-g/L
SST Name (Pl~se Print) Signature: -~ CST Number
i-homas J. Schmitt ~""•'~~,,/i.L.s- 227429
4ddress Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St., Near Richmond, WI 54017 4/12/04 715-247-2941
Property Owner Grand Properties, LP Parcel ID #
Page 2 of 3
Boring # ~ Boring
Pit Ground Surface elev. 88.8 ft. Depth to limiting factor 99+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
, *Eff#1 *Eff#2
1 0-24 10yr3/1 none sil 2fsbk mvFr gw 1f .6 .8
2 24-34 10yr3/4 none sil 2fsbk mfr gw 1f .6 .8
3 34-45 10yr4/3 none I 2msbk mfr gw - .6 .8
4 45-55 10yr5/4 °l~ 5.5y/r2GB sl Osg mfr gw ---- .6 1.0
5 55-99 10yr5/6 none s Osg ml -- ---- .7 1.6
From 79" to 99"- 1"bands of 7.Syr5/6 sand (accumulation of iron oxides)
Boring # Boring
Pit Ground Surface elev. 89.72 ft. Depth to limiting factor 116+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
"Eff#1 *Eff#2
1 0-26 10yr3/1 none sil 2fsbk mfr gw 1f .6 .8
2 26-40 10yr3/3 none sil 2isbk mfr gw 1f .6 .8
3 40-58 10yr4/4 none sil 2msbk mfr cvv 1f .6 .8
4 58- 10yr5l4 none ms Osg ml ce .7 1.6
5 96-116 10yr5/6 none ms Osg ml - - .7 1.6
^ Boring # ri Boring
_;j Pit Ground Surface elev. ft. Depth to limning factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*EtT#1 *Eff#2
' Efflueni #1 = BOD ~ 30 ~ 220 mg/L and TSS >30 < 150 mglL
' EfBuent #2 = BODS <30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service proyj Nutt employer. If you need assistance to access services or
need material in an ate format, please contact the at 608-~66-3151 or TTY 608-264-8777.
,~,~~ sa .
Y ~
M a
Wisconsin Department of Commerce SOIL EVALUATION REPORT
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must
include, tart not limited to: vertical and tar¢ontal reference pant (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parce! I.D.
Please print all information. Reviewed By
Personal information You provide maybe used for secondary purposes (Privacy l.aw, s. 15.04 (1) (m)).
Property Owner __ d .. _ . E Property Location
1611
Page 1 of 3
Tom Schmitt
St. Crooc
Date
Grand Properties, LP Govt. Loi NE 1/4 SW 1/4 S 22 T 29 N R 19 W
Property Owner's Mailing Address _ ~ .
Cl Q 4
Q P ~ ~ '~ ` Lot # Bkxtic # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 - 18 Hudson Estates
City S 7rp-Cade; Phone Number J City J Ullage tI Town N~rest Road
Somerset ~ I ~~, ,~, ,vU~.
5431~1$ii ~U (SF1$f$47-590
Hudson Roberts Lane
/J New Construction Use: ~ Residential / Number of bedrooms 3 Code derived design flow rate
J Replacement J Public or commercial -Describe:
Parent material Outvvash Plain Flood plain elevation, if applicable
General commerrts
and recommendations: Area is suitable for a conventional system. Possible system elevation for Area 1 is 85.0'. 450 GPD
na
Slope of area is
~~ # J eortng
~( Pit Ground Surface elev. 90.25 ft. Depth to limiting factor ~+ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roois GP D/ft=
*Eff#1 'Eft#2
1 0-18 10yr3/1 none sil 2fsbk mvfr as 1f .6 .8
2 18-30 10yr3/4 none sil 2msbk mvfr gw 1f .6 .8
3 30-44 10yr5/3 none I 2msbk mfr gw - .6 .8
4 44-96 10yr5/6 none s Osg ml - ----- .7 1.6
a Boring # J Boring
!+" Pit Ground Surface elev. 90.25 ft. Depth to limiting factor 97+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft=
'Eff#1 'Eff#2
1 0-10 10yr32 none sil 2mgr mvfr as Zf .6 .8
2 10-27 10yr4/4 none - 2msbk mvfr gw 1f .6 .8
3 27-97 10yr5/6 none s Osg ml - - .7 1.6
From 56" to 79" -1"bands of sand Osg 7.5yr5/6 (accumulation of iron oxides)
Emuern #T = eov ~ 30 < ~p mg/L and T55 >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS <~0 mglL
;.ST Narrre (Please Print} Signature: ~ CST Ntxnber
Thomas J. Schmitt ~ .- 227429
4ddress Tom Schmitt Date Evaluation ConduG~ad Telephone Number
1595 72nd St., New Richmond, WI 54017 4/12/04 715-2472941
Property Owner Grand Properties, LP Parcel ID #
Page 2 of 3
Boring # J Boring
Pit Ground Surface elev. 88.8 ft. Depth to limiting factor 99+ in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
•Eff#1 'Eff#2
1 0-24 10yr3/1 none sil 2fsbk mvfr gw 1f .6 .8
2 24-34 10yr3/4 none sil 2fsbk mfr gw 1f .6 .8
3 34-45 10yr4/3 none I 2msbk mfr gw ---- .6 .8
4 45-55 10yr5/4 017 S.Sy ~~8 sl Osg mfr gw .6 1.0
5 55-99 10yr5/6 none s Osg ml - .7 1.6
From 79" to 99"-1" bands of 7.5yr5/6 sand (accumulation of iron oxides)
^ 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
•Eff#1 •EtT#2
Baring # ~ Boring
„_,~ Pit Ground Surface elev. ft. Depth to limiting factor in. Sa! Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
'Et1#1 •Eff#2
Effluent #1 = BOD ~ 30 < 220 mglL and TSS >30 < 150 mg/L
"Effluent #2 = BODS < 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 attcrnate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
' Page 3 of 3
• ~ Conducted by: Conducted for:
Schmitt Soil & Site Evaluations Name: Grand Properties, LP
Thomas J. Schmitt, CST 227429 Address: 7i2 Rivard St. Suite 100
1595 72nd St. City, State, Zip: Somerset, WI 54025
New Richmond, WI 54017
Phone: 715.247.294 Subd. Name Hudson Estates
Lot No. ~(~_
/V'E 1/4,,~L'J 1/4, S: 22 , T 29 N, R 19 W
Township of: Hudson
BM El. 100.00' ~ ~ `'~ GEC ~ C
Alternate BM El. 9~;,~~ '~ (~G / ~
'~` Slope = ~°fo Contour Line El. ~//~
I
Scale: 1" = 40'
P,~,~~~/ ~~~~
~ Rod e,- ,~s ~ )
~~
y~ S~
,~
i
~~~
R
l P~~ ~~~
BC ~` o
~~
a~
~i°
~~
/~
1~
/8~"'
,~
6 r~
1
'8'
~~~
~~~
This soil report was done to fulfill a Zoning requirement. It may or may not be in a location that is
suitable for your use. No permanent lot markers were in place when the test was conducted.
ST CROlX COUNTY
SEATI~ "TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
OwncrBuycr
Mailing Address
Propcrty Address
C~CN ~c~`~
'~
{Verification required front Planning Department for new Construction
.~
CityiStatc _`~^` ~~Sot~ ~~3~ i'arcel ldentifcation Number OZO-/~~--/~-Qd'~
~F.GAL D)tr$CRrpTION
Z Sgt
Propcrty Location ~~ '/,, ~ '/,, Sec, a-~, T a9 N.R W, To of ~jyc~SD ~
Suhciivision __ ~~ ~ c~sp.t~ ~~ ,Lot # ~,~
Certified Survey Map # ,Volume ,Page #
Warranty Deed __ ~~~ ~ ,Volume ~ ~, Page # ~d
Spec house yes O no .Lot Lines identifiable ~( yes O no
SYST~;M MAINTFNAN F
Improper use and maintenanceof your scptte system could resuie in its premature failure to handle wastes. Proper ma;nteaan;c
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 trcatnlerol stage in the waste disposal system.
The prapem~+ owner agrees to su5mit to St. Croix Zoning Department a certification form, signed by the owner and t. a
mastrr plumber, jaumeyman plumber, restnctcd plumber or a licensed pumper verifying that (1) the on-site wastewaterdisposai syst---
is in proper operating condittai antt/ar {2) aft:r i;zspcction and pumping (if necessary), the septic tank is less than 113 full of siuCgc
Uwc, the undersigned have read the above requirements and agree to maintain the private sewage disposal system `with the standars
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certtfica[~ar,
stating; iba ur sc ti system s born ittain~a;ncci must he cnmpletcd anti rrnuncd to the St. Croix County Zoning Office wtt'1or C
days of ree car xpuat n date.
SIGNATURE OF PLtCANT ~ ~~ ~a~
DATE
WNFR CERTIFICATIQN
1 (we) ce tha Il statements or, llt~S for;;; arc rate to the best of my (our) knowledge
the Pro desc ibe ab c, by virtue of a ~~arranty deed recorded in Register of Deeds OfPce,
SIGNATURE 0 PALICANT
I (we} am {are) the owneri;sj e
~ ~ ~ ~ r~~
DATE
""" Any infornahon that is mts"rcpresrr.tcd Wray resuft ~n the sanitary permit being revoked by tltc Zoning Department '•"'
•• Inrlude with this applications a stamped warranty decd from tlic Register of Deeds office
a copy of tine ccnificd survey map if reference is made in the warranty aced
f
POWTS QWNER'8 MANU/~~, & MANAC3EMENT PLAN
Dg81~iN PARAMETER
Number of Bedrooms y ~ NA
Number of Pubec Facility Units
, ANA
Estimated flow taverags} G'G
Dasipn flow (peak), !Estimated x 1.51
~~ al da
al/d
SoN Application Rate (7
StarMard (nNuentltff{uent Que{ity . sitda /ft~
Monthly everag$*
Fats, Oil d~ Grease iFOG) 530 mp/L
Biochemical Oxygen Demand IB0t7,1 S22Q mplL lJ NA
Total Suspended SoNds tTS$i si 60 mp/L
Pretreated Effluent Qu,ainy Monthly avaraga
Biochemk;si Oxygen Demand I1301~t} X30 ~L
Total Suspended Sogds fTSS) s3Q mg/t. NA
Fecal Coliforrn (geometric mean) Si O° cfu/iOCirnl
Maximum Effluent Particle Size Kin die. p tVA
Other:
q NA
ywuss typ~cai ror oomespC wastewster and septic tank affluent.
Septla Tank Capaafty
~pttc Tank Manufacuctu e
~ffklent Filter Manufacturer
Eiff}uant F{{ter Mods{
Pump Tank Capacity
Pump Tank Manufacturer
Pump Manufacturer
Pump Model
Pretr~ t ~t Unit
Page I of Z
=y~~~~
~~ aa~ ~ NA
`r- ro .~ O NA
~~.e i3 NA
.~ld~' v NA
~~a pal DNA
r~~'.S ~'1/' O NA
Lsd~/ D AN
O NA
Q Bend/t3ravel Filter D peat Fltter
^ Mechanical Aeration O Wetland
O Gidnfection O Other:
DU Cs>Ittsi DNA
n-Craund tpravityi ^ trrGrosmd tpressurized{
t-arade O Mound
q Drip-Line Q Other:
~~' DNA
O NA
1 °t1~~ o NA i
MIIiNTENANCE SCHEDULE
Service Event Service Rrequartcy
Inspect candhion of tanrial At least once every: 3 ear a e tMaxMwm 3 years} p NA
Pump out contents of tankts) When combined sledge and scum equals cite-third iYy1 of tank votuma DNA
lnapect dtaperaal cell{a{ At {east anoe every: ,~ eari~s}!a} t~Aatdmum 3 years? DNA
Ciaan sff{usnt fiber
At ~aat once syary: O tnonthts}
~ earlei
O NA
Inspect pump, pump controls lif alarm Ac least onus every: ,~-- manthtsi
O isi DNA
Flush laterals and
preseurs test
At least once every; monthtai
~- (] earls)
__ a NA
other: At least once ovary: r O morldt{s) __.
O eats) DNA
Other: O NA
MAMtTCNANCE IN81'fiUt:TlWVS
inspections of tanks and dispersal cells shall be made by an individual carrying one of the fo{bwinp acenaes or certifications:
Master Plumber; Master Plumber Restricted Sewer; i'OWTS inspector; PQWTS Maintainer; Septage Servicing Operator. Tank
inspections moat include a visual inspection of the tankiai to identify any missing qr broken hardware, identffy any cracks or leaks,
measure the votuma of cornb{ned sludge and scam and to oheck for any back up or ponding of effluent on the ground surface.
The dispersal ceilisi shall be visually inspected to chock the 4fflusnt levels in the abservetion pipes and to check far any paneling
of effluent on the ground surface. The ponding of effluent on the Around surface may indicate a falling candftion and requires the
immediate notification of the local regulatory authority.
When the combined socumulation of sludge and s4um In any tank equals one-third tYs1 or more of the tank votuma, the entire
contents of the tank shall bs removed by a 5eptape &erviainp Operator and disposed of in accordance with chapter NR 113,
Y>rsconein Adminiatrativa Code.
Aft other sarvioes, including but not limited to the servicing of effluent filters, mechanical or presaur'rxed components, pretreatment
units, and any servicing at Mtervals of 512 months, shalt be performed by a certified POWTS Maintainer.
A service report shalt be provided to the local regulatory authority within 10 days of completion of any service event.
•apo~ aniieJlsiuiutpy ussuoaslM '(t:1 R iLD 'i1149'£8 pus i;1$lpllt!Ig1iZ)Zi;'~8 31+WO~ ,eldeya y>eN- ao<+>erydwoo u! pe>lsJp seM i~-su+b~P s11i1'
(~ 9 ~'-~51 L auoyd •uo4d
' aweN
1111aOHlf3`d AbO1V'lC1033~ 11s'JtD'1 ill3dtNlid) !lbiVlidtlO E}Ni~lAii39 ~lpVtd9S
•uayd
~'N
,2'" d" " G ' l G •u~ld
••,l~~~ z.~ ~a,'/~,' aweN
>~~Nl~l>r~dw ssMOd t~,mssnn s.i.N-oa
s.iNSwwoo ~roNOUtaov
•~'igl$90dW1 rho 11n31d>iK1 ~ xdw ~NVt v do tiora~sNi sHS woa3 Nosastl
d dt} 3i1~S~a 'i1f1S3~i Ai~~CtSNY1 ~O/t NdN^s3SSbfJ 1VN1 N{V1N0~ AtlW S~Ndl 1N~W1V3a >33H 0 QNV dWfld~0ud3S
~ tON 0d 'NSS?JiXO iN310 < <ON1Nlf1~Nk> >
•9wii 38y1 le iav;;e us seine vyi y3lM ~tldwaa 3shW CuJaislis yons ;o suailanJisuoaea •eae;ans sni1eJ111~u!
o enoweJ t3uinnoiio; easid ui p i nnsuoooJ ~ietu swois~cs uolidJOSge iios apeJt3-la pue put'+oyM ^
s o eq
ay1 lE lewotq eyl ~ 1
e
~uE1 us 1 ^
a3!s p •
'St1V10d palie} sy1 •oeidaJ ai 3joCVJ 3sai g se paiisisut eq stew tiusl $uiploy a ABoiouya•i
S1N1pd ui svauenpe t3uu~sg •suot;o3iuiil I!as Jo/Pue ~iae4lAS o3 e1np elgsllene Sou si eaJe iuawaasidat aigtiins V p
•swl3 ieyl le laeya u! selnJ vyl yiinn AiduJaa
lsnw swale~cs iu9weaeidv>~ •eaJe 3uau,~aasideJ 9~q^sil us souiiq ois ~Jnlan is ptisodaJd pue i9u;sixe wo,{ s~aegles p9lJlnbeJ
11!N+ e9Je iueuaeaeld9J •yi iaeioxi vl aJnlie~ 'sll p l i
~cq uodn pa8u!J}u! aq ;ou p!noya pue votlaedwoa pue eauegJnis!p uao~~ pAiao2oJd eq plnoys ttOJe luew•ae{day eyl •wsls~ts
uoiidJOSge i!os iuewsae{deJ a ~o uo!1eao1 ey1 Job paziitln oq lit3u~ pus pelenlpns uoeq say eaJe wawaaeid•J~e ~~ $ V soeideJ
lueitduyao apoa a ap~noJd o~ 'ue>te1 eq isnw~~o 'ueaq eney s•Jnssew 9u-MOiio; $yi peJiedeJ aq iauuea pue gli tl AON30N11N~1~
•iei.teiew psios vsui Je~~iaue J ianvJB 'iios
y11M pall! aaeds pion ayi pus panoweJ s,anoa Jleyi Jo penowe~ puR poiensaxa eq pays s1!d pue s>,uei ile '9uidwnd Jvi;y •
~JO1eJedp Su!o!nJeg oBeldeg a ~q }o pesods{p ~tllsdoJd pue penAt.usJ e4 lie4s siid Pue s>tuel lie;a sluait:oa ey1 •
e s std pue s~uei of Bt»dsd Ild •
•palgos sBuiuedo pdid pouopuege AWi pue pelaouuoasip ®q li y
:®po~ enii>3~isiuiwpd uisuoasily~ 'g£'£8 wiuo~ Jvldsya y1in~ 9auelidu.roa ui pauopuege Ai®;es pue ~ciJedoJd
si walstis eyl ieyl eansui of ue~iei eq iSsys sdels tiuinnopo} ey3 sainJes ;b ino us~iQi AituaugwJOd si Jolpue s11e1 S.LMOd eyl u•4M
1NSWNOONtiBV
•auuq Jaua3;os J83t:nn pus :cuodwel :sui~deu ~Ueiiues :sapiailsad :sianpoJd Bwiuied
:I!n ~SUOi;iE~4p9u1 :sdeJOS ;eaw :sep{a!gJatl :esesJB :auiiose8 :s~uileed ejgele6®n pue ilnJ; :Jeisnn (dwnd dwns} uisJp uoiit:puno;
:1Ei, :siue109;uislp :sJedElp :ssol~ leluop :sJgse9i8ep :egenna uolloa :swoptaoo :sunq e11oJR6ia :sgdvtnn ^o uaNauiwlaiiJO ua a ~d
ayl ;o a}ii ayi 13uoioJd pue vouewJa}Jad ay1 onaJdwl lieu) wRaJ1t: JoleMaisean o1t3 woJ1 Buinnoiia; y l; { u, trot
•etJe udi;dJOSq~ lion opeJ{3-ip Jo punaw Aue o edois uN-op leai q t ~.
es~e ayi 'lagdwaa .~o ganiSip esinn~et;lo Jo '~ena Jed Jo aniJp sac, ad •stiea iesJ9ds~p pve s>,uei Jano seiaiyen >fJed Jo eniJp iou a0
•~iuei dwnd ay1 ulyi{nn slenai lewJau eJaiseJ
01 eioJiuoo dwnd Qyi OuileJedo Apenuew ul is!ssE oi, Jaw!i}1t+!gtJV 51MOd ~o aegwnid a 3o¢iuaa ao dwnd iuanl;;a ey1 a1 JeMOd
Bu!,ois9J of JoJd JoleJgdO ~u!alnJegu'~nseS~l~w pug (s{{490 a4; $ p~ j1Bno~~sapieb si ouo u! (l l ~ lssJeds3p ey; a; pg6~ e-1as~P
;o eBJeyas~p eaE}Jns Jo dn>laeq 9yi . it •s•ne 1>tilghn dt gw~ou enoge iii; Aew s>Sue1 dwnd s•6e1no Jsnnod Buunq
aq ll~^^ 191Rh+alseM ss®axe eyi paJO3sSJ s! Jannod uey(N i 1 4 ,y
•eao;ins antiQ»ii;ui •y3 19 uaxoJ eJS suailpuea tins usynn moao 1ou lleys do 11sis wels~lg
'D911 Oi JtliJd Ji~1419d0 @uiatrues e$v3dve v tiq pOnowel iRi~uRl vy2, }o
6JE suo!leJlueauoa ya4y 1i '!s1Hea I>ggJiatfsip vy1 •Sewep oo/pue sseaaJd iuswie$Ji 9y'1 opedwi ><euJ leyi
sluetuaa ayi aney pviaelep ~ a e o ssn of JoiJd 'uoilanJisuoa nr-au Jo3
siEa!weya Jeyi® ~a sianpad 6u!iu{ed ;o aoussaJd ay1 Jo; is-t{uel 2uvuJiveJi tl 4 S1MOd yi b NOiS.ddJdO QNV dit 11dtilS
2 to ~; ~a~d
«. U 2768P ~f2y ~9~~~>L ~~
State Bar of Wisconsin Form 2-2003 KATHLEEN H. tiALSH
REGISTER OF DEEDS
WARRANTY DEED ST. CROIX l't7.. NI
Document Number Document Name RECEIVED FOR RECORD
03/22/2005 09:30AN
WARRANTY DEED
EXEMPT #
THIS DEED, made between Grand Properties, LP
("Grantor," whether one or more), REG FEE: 11.00
and Glen Johnson Construction. Inc. TRANS FEE: 599.40
("Grantee," whether one or more). CCPFEEEE
PAGES: 1
Grantor, for a valuable consideration, conveys and warrants to Grantee the following
described real estate, together with the rents, profits, fixtures and other appurtenant Recording Area
interests, in St. Croix County, State of Wisconsin ("Property") (if more space is
needed, please attach addendum): Name and Retum Address
Lots 4 and 18, Plat of Hudson Estates in the Town of Hudson, St. Croix County, ~j~~
Wisconsin. ` ~
Part of: 020-1059-00-000: 020-1059-10-000
020-1058-90-000:020-1058-80-000
Parcel Identification Number (PIN)
This is not homestead property.
(is) (is not)
Exceptions to warranties: Easements, restrictions and rights-of--way of record, if any.
Dated ~ ~/ ~ '1 /~I~ Grand Properties, LP
(SEAL) (SEAL)
* * chael J. G retain
(SEAL) (SEAL)
AUTHENTICATION
Signature(s) Grand Properties, LP
B :Michael J. Germain
authenticated on ~ 3 / c
*Kristina Ogland I
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not,
authorized by Wis. Stat. § 706.06)
THIS INSTRUMENT DRAFTED BY:
ACKNOWLEDGMENT
STATE OF )
ss.
COUNTY )
Personally came before me on ,
the above-named
to me known to be the person(s) who executed the foregoing
instrument and acknowledged the same.
Attorney Kristina Oland Notary Public, State of
Hudson, WI 54016 My Commission (is permanent) (expires: )
(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 ®2003 STATE BAR OF WISCONSIN FORM N0.2-200:.
• Type name below signatures. INFO-PROTM Legal Forms 800-655-2021 www.infoproforms.com
~~GOULDS PUMPS
Submersible
Effluent Pump
3H~ I EP05
APPLICATIONS
Specifically designed for the
following uses:
• Effluent systems
• Homes
• Farms
• Heavy duty sump
• Water transfer
• Dewatering
sP~crFrcartoNs
• Solids handling capability:
3/•" ma~mum.
• tapacities: up to 60 GPM.
• Total heads: up to 31 leet.
• Discharge size: t'/~" NPT,
• Mechanical seal: carbon-
rotaryJceramic•stationary,
BUNA-N a{astomers.
• Temperature;
t04°F (40°C) continuous
t40°F (60~C} intermittent.
• Fasteners: 340 series
stainless steel.
• Capable of running
dry without damage to
components.
Motor:
• EPQ4 Single phase: 0.4 HP,
115 or 230 Y, 60 Hx,1550
RPM, bulk in overload with
automatit reset.
• EP45 Single phase: 4.S HP,
115 V, 64 Hx, 1550 RFM,
buih in overload with
automatic reset.
• Power cord: r0 foot
standard length, 15(3
S1T(JW with three prong
groundira~ plug. Optional 20
foot length, tf,/3 S11W with
three prong grounding plug
(standard on EP05).
®2000 Goulds i'tmps
Effective February, 2000
83871
• l:u{ly submerged in high
grade turbine oil for
lubrication and efficient
heat transfer,
Available /ar automatic and
nusnudl QpefatioR. AutO-
mactkmodels include
Mechanii~l float Switch
assembled and preset at the
factory.
FEATlJRES
^ EP04 impeller: Thermoplas-
tk semi-open design with
pump out vanes for mechanical
seal protection.
MET£R5 FfE7
ttr~
9 30
s
25' _.........
x
5
s
~ a~
O
3
z
0
'~. , _.
EP05
~ Z 4 6 --- B
cr+PaciTv
^ EPOS Impeller. Thermaplas-
tic enclosed design for
improved performance,
^ Casing and Base: Rugged
thermoplastic design provides
superior strength and corrosion
resistance.
^ Motor Housing: fast iron
for efficient heat transfer,
strength, and durability.
^ Motes Cover: Thermoplastic
cower with integral handle and
float switch attachment points.
~ Power Cable: Severe duty
rated oif and water resistant.
~ Bearings; Upper and lower
heavy duly batl bearing
construction.
AGENCY LISTING
~, ~ CiRidiill sfalldards Assotiition
(CSA listed mode! numbers end
GouEds Pumps is iso 900t Aegiaered.
.,.
GPM
10 1Z m'/h
Goulds Pumps
ITT Industries
l..r hz
.. ..
~ 4yb
SEPTIC TANK E PUMP CHAMHER CROSS SFC7IGN A:"vD CF'ECTF::C~:TIO:~'S
4" CI VENT PIPE 12" MIN. ABOVE GRADE ~
? 25' FROM DOOR, WINDOW OR
FRESH AIF2 INTAKE
FINI5HED GRADE
4" CT RISER ---~~
16" IN. ~6" MAX.
z h'LET I ~~ 1
WATER TIGHT SEALS _.r.~
A
`-PPROVED -}--
'IPE 3' ~.~."
itV1'O S(}LID C
TOIL PUMP flFF ELEV . FT.
~~ D `
~tEATHERPROOF
JUNCTION BOX
WITH CONDUIT
~.
•'1
~,
~ti
~ ',
GAS- '
'T'IGHT ~ `,
SEAL
r
~~
3" APPROVED BEDDING UNDER TANK
APPRGV ED
MANHOLE COVER
W/ PADLOCK ~
WARIQING LABEL
--4" MIN.
tc t4
vAPPRaYED
JOINTS WITH
ALM APPROVED PIPE
' oN s ~ oxra
so~.ID soli
OFF '~'~ RTSER £XIT
PERMITTED ~NLX
IF TANK
MANUFACTURER
HAS APPROVAL
CQNCRETE PAD
SPECIFICATIONS
SEPTIC / DOSE
TANK MANUFACTURER: ~t~~~.P~,
TA!ti1C SIZES: SEPTIC 1°a,~j Q GAL.
~~~~ Dt3S£ ~~~ GAL.
~~:rARM MAN'JFACTUR£R: ~~~~ ~ ~
MODEL NUMBER: j~t..V
SWITCH TYPE: i'n~.0.c _
PUMP MANUFACTURER: G r
MODEL NUMBER : ~~
SWITCH TYPE : ,~ ~~ ~~~
REQUIRED DISGH:ARGE RAT£ W ~ GPM
NUMBER DJSES PER DAY: T
DOSE VOLUME INCLUDNG
F LOWBAC K : ~ ~ 9 GAL .
CAPACITIES: A = ~~ INCHES = LI, ~ GAL.
B ~ ~ INCHES = 4~ GAL.
C = 0 INCHES = ~ ~$ GAL.
D = ~ INCHES = ~~GAL.
PUS".P ~ ALARM WIRING AS P£R ILHR 16.23 WAC
UERT~CAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE ~~ FEET
~ MINIMUM NETWORK SUPPLY PRESSURE 2.5 FEET
+ ~Q~ FEET FORCEMAIN X ~~ FT/100 FT. FRICTION FACTOR ,S FEET
TOTAL DYNAMIC HEAD = r~,3~. ~ -i FEET
INTERNAL DIMENSIONS OF PUMP TANK: LENGTH ~,,~ ; WIDTH •--~' ; DIAMETER --~'
LIQUID ~r ~~ " a~i ~,~1 P~.2 1 ~ M
`SIGNED: _f ~~~~~,.. LICENSE NUMBER: ~.a••~ ~q ~ BATE:
1/88
~vrrvrv Y1C YV
~ Multipart End Cap
r-~..__
Ii
f
7z° 1
!~
i., ~,- -,
-._
FgONT VIEW
•,~ rF~~ ~rnLCXh,3~., ~'
1<'s
xQulck4 Standard tCtiamber Nomnai S Fecitis;
S tze f N1 x L x H ~,~ ~'
Effective Langth ~ - 48"
Invsft Height ~__ 3r
lfilEl~T~4 Qg~,V.^,STEM&.Jd~>_~Tgd~AHQf.IA~IER~RR~v
';J i. rf; in,^.S•~r9tPCI IYUIU nM.yntMr, M[K'gIUIa, wUCl(fJ 9rKf nlnp MGG W-1 , 1 IJ:td by lliridlJ.l'rxl ~'I .w16'1 ,nyl'd11r41 '3r Ml Opt arvJ
'.n h r~+fG tr~~lU of a rr ~r ntY srs orr .n acwrdarroo w th yr¢ ai ~ r'3 r, I 1 1.
rt, Nor a d Yl wrlrkn a S ~.) Oi W '~ CV frc,n Iher '- tl ' 14 Ina 'grant µr -erJfh 1-IW:1a 'I tLJa) 1 e/~r.lrtai
rf'dt rl srN Vr~ rArmrt I ~ )t •a, a Ud ly nq Uafo [hal SW caper: pe t e{; far 1 e X44r:: •y -IeT ^.fx rfar ntl Inh lA wd; Gr uaJ Wwewr,
pircd+4law. i»r x. a IS ~arixl Y Jrol uµ trw 4' 1 Inar u' -f'/atKtri U ~ `.e 6'BpNr ~yslenr ,~(Ynrnarl;p;
rr arer - wa a r ^9 ins. tbkler r. rust roily I. rftrdlrx n w I[.~g at ry.i ruC.vv are tfe c'np.,a ~ et Olu '.iaYnmal, ':ra+nw:GCtN within tihr"fn j l5)
,.13i I rtla d1+~lY r IG a /:Il:rASry rRd suu4ly rriplacen Np. lJ. uls !w 6rn!, ff1'6rn I,M; y ra-rx :C Fe ntvamd CY Dae l.kThfA1 Wal ;trey
:n I rata a I ata!tty „t R.I ralry arclur7a,~ the cus' ;A rem.>.m~ ;rUrol Irlsiylat"aI ~rt'I~',;n.is.
'.1 ~ T~+ _N11.l,D dvr;Il.~IA~•vil' AN-1 Rfr,AEL1t5 W SUHAAFiAfaRA4~9~t la} Afit cti~l l!"~11 t TN;'fE Ai+r ti,~ lilNsq WAgRANTIEu Wlih', fiGSAfGJ
-- r JNI. ;, rv LUCIM1Y; P (, MpLIF.p WAFNgA4T'E~5 DF 1.1EWt:MA'VfA~iq ITY H "r
~t I O1 ~ n NAg71LU:A/' Pl'NPCEk.
"; 1 IJ 1, 111 ~ W nt ' Ul:ill UP Jl 1171( any I,yl 01 IhG frlril the 5Y41am 6 Tly V 7r. iaP 1, y r`n UI tfr te11 Y)IlNlalar T7'y yT IN1 '~1(, rarely ~,~a
.c l a c q 10 rl~•rdE'nl~ I ialsrq ,enl Jh s;.xfuid d nvlrecl da 1 opal, 6nphralr r„~I r.uc VaUrc .• • ;)nw &I u.: a CeWJSted damago n 6+u(rp losa N
,,.ru t t~) d -o quill ;7Upr and n Bteriai6. rr,trrr~ arste, a error rnssas r evlrrre{r r uwre:G IN the iar,"ifrr a any Ihhr: warty :NkfCiGcelly
' len a can t nl of Y•ta»iauv .?varage are dali:rye ru ew tmrfs d.le la cr[.f~'> .n+m anU rrar, nllflranat ~su;i[kfnl mixiso. auusc a n~;.ecl vt
IItP L,aIIS t J ,. f; 5 Cfl'lrj fi,hler.,ei to vahiga Ira?gc a pth5r tand~IrOns w1uC 've nrif ;y n Iltf hy'he Irtytalalgn ifaln,rapns- rarLe•. ra ngn'li4U, thn
„Inlmun A -I,nd I vets or ir,nn In t,,.i rurallatkYr +ctnu~iwc too plaee(IJd Y rm;.,rcrCk a e idv una IhF; t~•taem emt pti+~ tM, lnma: lanure or
Ifte V^us a tftp sapJ[ YsSem Alas 1) "„gepar 9Nxrg rx a'N)mPar mz ny, fm.vsslae welter )s ge =rr,roppr pt's urr,a:rx,y,_ ~ rrry, o[ax aOefarlpn; or
acY ' r"+r ?v W V rtry ; tusPrf nn' In iltrnCnr TyVS Lartrited Wananly s~,m Lev ;f d Ina HrAY WI • to r.:r, nrly wYtn alt al led re+r. w sue (ory» m this, ~;ndaa
WimactV
Pun YN, "r Iw Mn XteU hxillral_u Dn r ~~})rtaible li r niy Irn or ud~n~e :u U1G n.Nrwr..hn LVIIS, a ul y [Nfr} parlV :abWLnp IrOrn ing{alhtiUn err Ship
net r rtcn? a;*r plWuGt I~aal'ry CI7ir»s o! Holder a any ttwd perry Fvt ihu, LnnruU Vu nanly la aL'{)U tha Ur,Ny m, :,I be inY!tfiac!'ui aCCWIt[YICa
w,u, ., I sue cr~ldrter: I'9rJlarld by glala and qaW c+xtas ~I dl~ aly,nc;rble laws -,nd InliUraior~ Inatailyt,on nehllt;horlG.
;d; y„ reprocgnlalae cr 4)farif(L, I,aa tar afllhaUy 1-> cnaru,{y a arle~ld I»s Lirrued Warta •.:y ~~o wui•rmty anpire~ to ~fy pa.:y prrrar ewr', uw o•g~.
I'.dl l~iU4J[N.
~I11 dhv+ra rtNu ]% { 1t~ .-!Mid3 S L, "r1rd WOI a ly peened IJy InMI/afar. A trnl[k} nUnr )9 ll ,.ltaef~ afvJ r1':Kle ha:! d"IbHN wyr , Uy'e[lulr6-
rlnu 9 Ar Y f'WG r pr IIL'I3 hpvl(j lonMcl N11YSfdIQ'i (:f:"itafata ~ilL(`;(K1-d/19r5 irf (),1"f ~Itt /rqK, :Jr IWr IBC IA, ~N(y( 16 iau'» CrrM 1Y1(1e~ hi Jfwhr++ ii
.:Qtly r.( the app~,r. nu v.art~lnfy, a vl t:ur119 w-ahdry read 1Pdl war,anly poor W lrq purf:n,yyn ~l x,la
qg° ---- -_-~
{EFFECTIVE LENGTH)
rl ~ 1 r'1 r~ [-,
I ,
~ ~, I
sI~E vl~w
sr~e view
TOP Vrf.W
Irtueri Haight 8" or 1.25'
~ ~ i it
SYSTEMS INC ~
~rtVl-Dl7-arNrrlA~ Qrl~1l0 WsateWatK I$OlUdOIlSfi`
6 Business Park Road • F?C}, t3ox X68
Qid Saybrook, Gr 06475
860-577.7000 • FAX 860-577• X001
goo-zz~-wawa
tr ~ ra uni 4 7 )9 vl t -017 P4 5 t58.48A, 5,9,96.017; 3,4r1f t SG 5 10 4 J. 7 t,[a173; S,7t6,763i 5,5fti1J761 G,fia@,844
, al act an Nate~l~ 7 ,i,^rJ J5y r: ,;1~a ~pA Otftar pdtanls r76rNiing
!' Uitr)fGr EglJallzer arlcl SId3HJv ncler afe reglstarect itada~l~,alkt; C~'nlritratur c,~ cal r tnc, n1i11rotcY,s a r[ryiatg1Y1t1 traaanark in France. Infilhator Syslarr>s NYC.
a ref}isteryd rradama!k In Mexlcu ~,oniour, Gonirlta 5r<•wel Cor'~,~IiUrt, Miarp{,dtlC'tipy, PplyrlAf, SlrtlpLOCk, Gharr.Gtar;i[uirer Prxa ,~r~.rr n,,,~or^„r r,..:..l.r„_. <r:~........ _._
~~~
...I.r..~ ~/~~~ rrw
~~~
STANl1ARQ GNAMBfR
Quick4 Standard Chamber
SURVEYOR: PREPARED FC
k ~»~Y>~AT. HUDSON ESTATES
DOUGLAS ZAHLER GRAND PROPERTIES,
SkN LAND SURVEYING 712 RIVARD ST.
2920 ENLOE STREET HUDSON, NI 54025
HUDSON, 1M 54016
LOCATED IN THE NE1/4 OF THE S1Y1/4, PART OF THE SE1/4 OF THE SlY1/4, PART OF
THE N1If/4 OF THE Sit'>/4, AND PART OF THE SAT1/4 OF THE S1Yf/4T, ALL IN SECTION
22, T29N, R / 9)t ; TORN OF HUDSON, ST. CROIX COUNTY, IiISCONSIN. NoRr„ IN ~oR SEC ~
TsN. Rl9w
reai,e
rA
°~A"~ I LOT 3
e4s1•
6810' a C_S_h1.IN
7ur ~ ~ ~ VOL. 1]
e>3a
41 BSC I UNPLATTED LANDS EABT•WE8T 1H LINE ~ $ PG. 2975
~, OENaaAARlc TDP of
IRON RPE-9'm.61 689°ST68"W 1901.06'
T 9 237.48' W6.67 448.]1' 330.4)
131,70'
13730'
LOT 12 LOT 11 ~
~ ~ ~ „ P.oo 0~eB6 d
n.3a• ~ P.o~ ACRES ~~ ~ z.oo9 ACRES H ~ eT.P1 o fio. PT. .,~ ~ LOT 9
72A3' ~ 68,669 80. Fr. eT,a99 eo. Fr. $ L.B.o. = 910.60 ~ ~'
~, ~, •~ Q y+ ~ P.004 ACRES
Hy4. [ L.B.O. = 821.00 'i, ~ BT,P74 80. Ff.
M.%' A ~~ ~ m 1.8.0. = 910.60 ~
69A0' p 1~ S~ .... .......... ... ........... ,~] GU
3210' ~ / \ ~ _ ~' ~ ) 6ti ``~~,
.9714' ~ '176.77'' - 156:61' . /'~
x~1v IC ~ .s~, ~*•6J. ~~. , ~. ~ y .. ~ sa9•s756•T1 331.x' ,~ ~ ~,y ~'~.y
7a7v ~ HNL-919.80 . • /~--- - -ROBERTS LANE----~ \ ,.,65 S
>ss6s• ~ t'~~'+'' _ - ~,~ G'1 ,// N60.3rs6~E s34.se• \ C~ \ ~ ~
-.137.94• > ~ 4!, // ay-23190- -uL ~ ~
~~ ~ i 7~ EA~sEEENr • ~~. ~ jj / ... S .. ~ ~ ~ \ \ \ ~9 44 ONAl1AGE - - - -
\ .t... ......, ~ ~. $
II ~ I d ~ ~ j ~ /1~~\ ~ 1 ~ ~ \ \ EASENmN, LOT 8 "'
3 ~ I s p `,~6. ,' /,7 ! ~ `L'am} 15 ~ ~w 11 ' , \. .000 ACRES N po 1 _ I1~~,L f11~1W1
7221• ~ ~ i! ~ \/ ~ HNL . 919.80 821.00 Q / J HYA - 9ae.eo ~ ~ .87,136 60. FT. r3 ~ ,. I YJ"
its iudi _ LOT 13 ~ ): 643 m %~B/J ~u ~ ~ v. ~•1~L.B.o. = a1o.6o o~ 11L,/rr
80.7Y q P.260 ACRES ~ ~ y EAS BM Iw*urE 814 \ ~ `~• 4 ~ f I ,y
~' 9ewa6 so. Fr. •~ •6j " ~ LOT 16 \ ~ I X
X83, L.B.O. = 921.60. ~ / ~ ~g ~~~ `0 S l0' 2.001 ACRES ~ / ' + ! I C"
67A9' ~ „~' / *' 9/ 187,160 60. Ff. ~ \ \ ~ gg. v I
."y a /o ~ Y.004 ACRES ~ $L.B.O. = 910.60 m 111. \ \ \ \ R r I H
e ~ / k ~ s7,P9s so. Fr. ~ ',9~ ° c~A \ ~ ,m.s~D' W ~ I ~ ROBI
i ~, / r ~ HYA . 90Seo ~ 101.50' Y I Z LA
81.P6P 60' ' 3•T' ,' 14&31' .y'I19 e'a' 836 ~ ~ gja N8970'48"E I i1
R a 669'41'03'W '~" ~ MARK10POE SB9Srx•w 4•@ ~ LOT 17 ~ • I
YE1,BB' ~, ~ ~~ fiON PE-934.01 ?~ ,~ ~.~ f Q C/7
38.38' ' 60' . e ~ ~ ~~ 2.101 ACRES ~ ~ 6.. ... .... 17
i 107A6' ,
!I 10733' / •• tib ~'S•• e7sJ ~91,61o Bo. rr. I C
us ~ ' • / ~ '~~. 1 By0/'- ~L.B.o. = 911.40 ~ I C t
109.47' ~ . ~ 4 DRAINADE I ?
iM 7/ ~ ~ ~' .~/ EA6Eg ENT \m /~~ I r.
1~:: ~~ Q 4 d), HWL-99D.40 ~eJ~ ..'i109~ ~ Iv
~1' ~ ~ en Fr. m' '16~•,,' ~N~°y LOT 18
. !l.9Q' ,_tr `~ aP ~ ~ ~' .9~ P,008 ACRES
ux7d .;' ~ a°'°E`6'e B.o. 916 ji
~' ' ~ ~, - ~~' e7,a66 Bo. PT. p
"~'~ pTEM9'OfWiY I V
118.76' CUl.OE.SAC. EASENENf, fp.20'~'' 336.94' i+ ~ L
~ UPOBN gpAD EMENS,ON pss ~ 1' I S 6 W
7172' 061 ~ ) ~ ~ Z
19388' o / -
9L91' `~ - _
7387 ffig MNL-914.00 ,7~ [- -
374' 3' V/ HWL • 816.90 ~ ~ T
~~ 4
60.33'
~~ -
s3.c9• L
anLO9m E ~' „0a/
693y I IY
137.93' QQ
!0693' I~ . p
14g~• ICI O BENP/MARK TOP OF EE/IP1iMIK lOP OP
~~ 1107N RPE-910.W IRON RPE-99.6
~7, 15 DE3 ~.~ Ne9°44'41'E 849.90 - - - _
44.10' Ib ~ \/ 062 8017711 UNE OF THE NE1/40FTHE 6W /H
rte 1> + ~' ~' UNPLATTED LANDS
4614' i ~ ~/ DRARIAGE ~`•
~~, ~ EASEMENT v ~.
14211' I '
6826• I d ~ / o• ~~ m v l
S2,E0. I V HNL - 9ae.16 .
2272s• I ~ $_ /
23L22'
usso• ~ vC7i ~ s69wvrw ~~ 661.a' ~ ~~~
3L92• $ _ _ ,
r
~~ ~'~ ~. \ 137.84' _ ~ SOUTH ,~N CORD . II
Y ~
LOT 4 /~ ~. ~'l~' N ~' LOT 3 ie
SEE SHEET 1 SURV'EYOR'S CERTIFICATE
I, DOUCUS d 2AHlER RE'OIS7ERm WSCONSN 1N10 SURN1CYt NEAE6Y CER76
1NAT IN NLL COYPUANOE WTI THE PRDN90N5 Oi C1IAPTTA 236 OF TEE
WSCONSIN STANIES ATS) THE 5U601NSION REOULATONS OF TIE TOW OF
TOWN TREASURER CETiT1FlCATE HIAmTI NID UNDER THE 00ECTNri Of DRANO PROPD;TES LL4 OWQt OF 5AI
LAND.I HA~f SURM=YED, DINOfD AND MAPPED NUDSON ESTATES THAT SUCH
PLAT ~C1LY REPRESENTS ALL E%TF760R 90UNDARES AND 1NE 51801N310N
STATE OF WSCDNSHJ K 1NE LANG 41RAfYED ANO THAT THIC RAT ,c I M1TiT IN THC NCI /4 K