HomeMy WebLinkAbout004-1004-10-000S't. Croix County Zoning
Detail Sanitary Information
Wednesday, July 21, 2004 at 8: 08:42 AM
Page 1 of 1
Computer #: 004-1004-10-000 Sub/Plat: metes & bounds Section: 2
Parcel #: 02.28.15.25D Lot: TN/RNG: T28N R15W
Municipality: Cady Township CSM: 1l4 1/4: NE 1/4 SW 1/4
Owner: ~ Benjamin, Jeffrey 3130 53rd Avenue Wilson, WI 54027
State Permit: 420332 Issued: 08!19/2002 POWTS Dispersal: Mound less than 24" suitable s Permit: New
County Permit: 0 Installed: 10/28/2002 POWTS Detail: Bed Bedrooms: 3 WI Fund:
POWTS Pretreatment: Unknown
Notes
Inspector As Built Plumber Other Requirements Additional Notes Money Owed
Pam Quinn NA Stang, Joe this parcel was established by metes & bounds $0.00
Signed Off: Yes 0.86 acres before 1970- system required 26.4" of
sand!
Maintenance
Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification
10/28/2005
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Building Division
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
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
Ben'amin, Jeffre Cad Townshi
CST BM Elev: Insp. BM Elev: BM Description:
/13b~ /13b~ ~ 3.Sr
TANK INFORMATION
V VELEVAT(ON DATA
TYPE MANUFACTURER CAPACITY
Septic ~
~~v
Dosing ~ ~ ' ~l ~
O V
Aeration
Holding _~
TANK SETBACK INFORMATION
TANK TO P/L
~ ~~ WELL BLDG. Vent to Air Intake ROAD
Septic ~U) i ~ Z~ /
Dosing '~/ ~ ~ ~ ~
Aeration ~~
Holding
PUMP/SIPHON INFORMATION
Manufacturer v Demand
GPM
Model Number ~d ~ I
TDH Lift ~ Friction Los System Head TDH ~ Ft
Forcemain Length Dia. Dist. to well
~~
JVIL A6.7VKr' I IVIV .7T.11 CIVI
BED/TRENCH Width Length No. Of Trenches /
DIMENSIONS ~ '~ r'f il'bl/12a ,a„Qp~
SETBACK SYSTEM TO P/L ~ BLDG WELL
INFORMATION
Type O S tem: ~ ~ ~
DISTRR~~ITION SYSTEM -~ n~ _ _1. „
county: St. Croix
Sanitary Permit No: 420332 0
State Ptan ID No:
Parcel Tax No:
004-1004-10-000
ST TION /L ,
~ FF- SS
/~• c~ /
e , a FS ELEV.
i a a• t~
Benchmark
Alt. BM
Sr,
v~ ~
~J~.J
Bldg. Sewer
!~ ~
90.3 1
SUHt Inlet j/ ~ ~ - 3
SUHt Outlet
~~
Dt Inlet ~~
Dt Bottom nw ~ ~~
r r ~,~
! ~` ~'
.
Header/Man ' ~ ~~d• ~
Dist. Pipe
OU. "3
Bot. System / 3 r7 1
d i
Final Grade
1 s~, ~Ul•s
st~o r S, ~ 9s Zr
~.SJ 9~. S
2.2~ ~ d~ 1
PIT
Heade Manifold
!~ ~~
length Dia 2 Distribution
Pipe(s)~f
Length Dia
h
~ Spacing
SOIL COVER
x Pressure Svstems Onlv
x Hole Size x Hole Spacing Vent to r Int e ~
xx Mound Or At-Grade Systems Only .~ir~• e l ~ ~.,~~, c ~dr,~r
Depth Over ~. Depth Over xx Depth of xx Seeded/Sodde xx Mulched
Bed/Trench Cenfer ~ ~~}..2./ Bed/Trench Edges Topsoil ~ Yes j j No [ Yes IJ No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / 0 / Z$ / oZ Inspection #2: ld /Z /U ~
0 ~ ,t~ (,~
Location: 3130 53rd Avenue Woodville, WI 54028 (NE 1/4 SW 1/4 2 T28N R15W) NA Lot ~~a~p f vr/ •~rcel No: 02. 8.T5'250
c / ~ %l~ ~bcSt-
1.)Alt BM Description = ST. CbY~`~Z /~[ 6u~naL ~~ d s'~j'~i /r2. J~r ~ ~~~.d+n Gam/ ~~Q-L,~n,~ ~/ ~-{~1~J~~
2.) Bldg sewer length = 39' Gt/l.~Lp.~ ~~~GC~~j NCB U NU ~.~GIr.61~'1-~ (~ti'N71~1~e,~Q ~t.lY-'°-~ ty~~ C.(~
- amount of cover = ~~ ~~, ~~~ /~~ ~R.~ ~ v
3.) Contour = G~'~ ~/
Plan revision Rel(quired? ! ~~:I Yes ~tl'No ~ i T- ~ -- - -__ __ - -- ----- -- -, II--- _ S~ -- i --,.
Use other side for additional information. ~ ~ ~ ~ ~iZ~ ~
SBD-6710 (R.3/97) Date Insepctor's ignature Cert. No. /
~~
(~19~~'Z
Jar!'ly ano lSllllrruiyaa Lav awn
20t R-. Washington Ave.. P.O. Box 7t62 •-....._-~ S ~ r ~K+ ~ A.
` ~~~~~~~
Madison, WI 53707 - 7162 _
Stu Address
~3 ~ 3v ~3 ~~'
De artment of Commerce _ _
Sanitary Permit Application
~.:~~ ~ Pcnnit Number
~fZo 33Z
In accord with Comm 83.21. Wis. Adm. Code. persotral iaformaa~gtR3~!`~iTW!~„~ U Check tf Revision
ma be used for Privy " ~ "
I_ A.ppLication Information -Please Print Ai! Wbrmatio t' '~"° State Plan I.D Nttm r ~,
~
property Owner s Namc ;~
}} .}.. t .',~ Pared Hum 1
_ J
Property Owner's ailing Add~ryes~sj S~ ~ ~ rt,`~:= Property Location (~ i
City. Stan Zip Cade Phone Nttmber i.ot Number Block Nttmher
~'-
Subdivision Namc CSM Nurtt
II. or BnR g (check all that aPPIY) taL ry/ S `^"'" try
^M_
I or 2 Family Dwelling -Number of Bedrooms ~ -~~u ~_--- Ovitlage--
_ r.-- ----.__._ _.
Use _~
ibe
- Des
cr
U publiclCommer ' ty'I`ownship f~
~^
,a
~
~
~,
~ Sraa Owned ~~""" ~ -~ r Q
`~ zSO, `~'D u- ~ , 20 ~26•y Nearest Road
S 3 ~Ld ~ (/_L ,_-_
III. Type of Pe 't. (Check only one box on fine A (numbering scheme for iYtternaf >~se}. Complete tine B if applicable)
A
I ew
2 ^ Replacement System
3 ^ Replacement of
6 ^ Atidiaon w For Cauaty use
sum Tank Onl S scorn
Ptrmit Number Dau I.cs~cd
B. ^ Checlt if Sanitary Permit Previtnrsiy Issued
N. Type of Permit: (Check a1I that apply)(~n ~~rmg scheme is for internal rose)
44 ^ Non -Preswrized LrGround 21~s i`'t°tux' 47 U Sand Filter 50 ^ Constntcted Wedartii
22 ^ Pressurized [n-Ground 43 ^ Holditlg Tank 48 ^ Single Pus Sl ^ Drip Line
45 [] Ar-Grado 46 ^ Aerobic Treatmen[ Ctait d9 Li Recirculating 3t1 ~ Other
'j/. ~ r~]/'l~eahittatt Area IriforMaNoa: . ,
Design Flow (gpd) Dispersal Area Dispersal Ara Sots Application Percolation Rate System Elevation Final Grade
Required Proposed Rate(Gals.lDays/Sq_Ft.) (Min-/etch) E]evadon
VI. Tank Info Capacity in
Gallons Total
Gallons Number
of Tattles Manufacturer Prefab
Concreu Site
Constructed Steel Fiber
Grass Plastic
New
Tarts ~ au8
Teaks
Sepcc or xoldir,R Tank
(J Ql~
i _
-
tn/_ , •C.f L_ Y
C?osiag Chsm6cr - ~ CJ~
1 r __
VII. Responsibility Statement- I, the rut ed, asstmu usibllity roc installation of the POWTS shown on the attached pleas.
Plumber's Haute (Print) P! 's Signature j~AfF7PRS Ptumbcr Rosiness Phone Numhcr
Plumber s Address (Street, ,State, Z~ ode)
J yr ~ ~ ~ 2 ~3 ~~ ~ ~U, ~ _ ---- --
- --
~
_
VIII. Ctwrtt !De artment Use O - ---- --
_-" Sanitary Pcmrit Fcc (incindes Groundwater Dam Issued issuing Agent Signature (No Stamps) ~'.
~:'~pprovcd f~ Disapproved Snrchar a Fee)
^ Owner Givrn Cartel Adverse ~ ~ ~
_ _-._ _. ___ .
32.5
~f"1~?w
_ _ _ _-.
Uctctmination ~_ _ ._ ~
_ --
_
I7i,~nlditionc,of AQprova!/Reasoas for isapp~ M~~` •
°` ~~,
- ~-,,,~. ~ cam- ~ ~-
/~~~
~~
,
.
,
I (D •
~ ~ ,-rta b Pktt ai~asit 'tne cu U anbl r~ tnc a7stmt on papa as lass sbaa sus = tl sncLes is aze
~~,,,~ ~~ ~ mac).
SBD-b398 (R. OS/01}
PLOT PLAN
Scale 1"=30~
C
O
1~~~~
w. ~-~. 1~ at ~ so' tau ~t M ~v-ti,~ A,~;~ ---_
I 3 ~~er~ uror~ ~.
s~ o~ L
y ~~ Pv C ~--
6.z
s-
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9g
Q
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Page 3 of ~
0
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~ o rv oT CA r1 p fleT
U R. D 1S'TV~t.G3
`~i1 S '~1Z.~`A
~~
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q sc~~ ~. q~. s '
8 r1-ok-t cK= e~~
~. q9_~ ,
lfl~ GF 3 ~6Z' "[Y'~(.L \1tA~- Pt P~' 11~T
ItiL.NPq~T Pl0 . ~uvZ,u ~1Z .
NOTES: - -
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install 4" observation pipes with a
3. Septic tank to be 1p0u 16SOgallon capacity manufacturedrbyuired) .
~"-~ 1 ~ LIZ. C°_U~1 C1Z~ tiv ~ !g - l$Up Z~18L~L Fi c..TtJ1R
4 . $ench mark ~ _ S ~~ -~o U
~5. Divert surface waver around, system to prevent `~
ponding at the uphill side.
isconsin
Department of Commerce
RECEIVED
Safety and Buildings
4003 N KINNEY COULEE RD
LA CROSSE WI 54601-1831
TDD #: (608) 264-8777
www. commerce.state.wi. us/sb
www.wisconsin.gov
Scott McCallum, Governor
Philip Edw. Albert, Secretary
May 21, 2002
ST. CROIX COUNTY
ZONING OFFICE
CUST ID No.267341
ARTHUR L WEGERER
WEGERER SOIL TESTING & DESIGN SERVICE
PO BOX 74
RIVER FALLS WI 54022
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 05/21/2004
SITE:
Jeffrey Benjamin
53RD Ave
Town of Cady
St Croix County
NE1/4, SW1/4, S2, T28N, R15W
ATTR~: POYI'TSlnspector
ZONING OFFICE
ST CROIX COUNTY SPIA
1101 CARMICHAEL RD
HUDSON WI 54016
ldentific hers
Transaction ID o. 752425
Site ID No. 64495
Please refer to both identification numbers,
above, in all comes ondence with the a enc .
FOR:
Description: Proposed Three Bedroom Mound System
Object Type: POWT System Regulated Object ID No.: 852518
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
General Approval Conditions:
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
"Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD-10572-P
(R 6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems"
SBD-10573-P (R 6/99).
• A Sanitary Permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with
the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats.
• Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on-site during
construction and open to inspection by authorized representatives of the Department, which may include local
inspectors.
Owner Responsibilities:
• Comm 83.52(1)(a) -The owner of a POWTS shall be responsible for ensuring that the operation and
maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.
Comm 83.54(1).
P.O.W.T.S.
Conditionally
ARTHUR L WEGERER Page Z 5/21/02
Owner Responsibilities Continued:
• Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
• The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to
the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the
component(s) utilized in the POWTS.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the
installation, operation or maintenance of the POWTS.
Sincerely,
Gerard M. Swim
POWTS Plan Reviewer -Integrated Services
(608)-789-7892, Mon. -Fri. 7:30 am to 4:15 pm
j swim@commerce. state.wi.us
Fee Required $ 175.00
Fee Received $ 175.00
Balance Due $ 0.00
WSMART code: 7633
cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544
TITLE SHEET
FOUND SYSTEM
FOR
A 3 BEDROOri RESIDENCE
Page ~ of ~
This plan has been prepared in accordance with the Mound Component
Manual SBD-1057 P and the Pressure Distribution Manual SBD-10573-P
C2. bl9.q~ CtZ_ b14~~
LOCATED Ii~1 THE 1y~ 1 /4 OF THE SW 1 /4 OF SECTION 2., , T ~~ N, R 1S W
TOWid OF °L~17~( °J~- Cl?.-U 1?C COUNTY, WISCOPdSIN.
INDEX
PAGE 1 of 7 TITLE SHEET
PAGE 2 Of 7 SYSTEI.1 I°It1i~AGEi~1ENT PLAN
.PAGE 3 of 7 PLOT PLAN
PAGE 4 of 7 PLAN VIEZ7-CROSS SECTION
PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT
PAGE 6 of 7 PUI.4PING CHAP~IBER CROSS SECTION
PAGE 7 of 7 PUMP PERFORI.IANCE CURVE
PREPARED FOR
MAY 2 0 2002 Hv~ s o~ , w ~ s ~ 016 _ ___
SAFETY & BLDGS DIV.
PREPARED BY
f~1EGERER SOIL .TESTING
AND . .
DESIGN SSR~ Y ~E
P.O. Box 74 421 I1.~1ain St.
River Falls, TdI 54022
Phone 715-425-0165
Fax 715-425-6864
V' •^
~ ~~$~~ ~~~~~~~ d
~a
r•;d
~ wEi;FflEd 1
D.8551° ~,
54lSWOHT~
. ~ w~S.
~SrGr~' ,
~,~~~~~~
DEPARTMENT Of C[1MMERCE
DlViS~ON SA 7 AND BUILDINGS
,~-~. <~ES NGENCE
s _~~-vi
JOB NO . ~ Z-- ~ O
Mound System Management Plan Page Z. of ~
Pursuant to Comm 83.54, Wis. Adm. Code
Septic Tank -
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the
septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and
outlet filter shall be assessed at least once every 3 years by inspection. Th ou e i t shall be cleaned as necessary to
ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that
may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if
the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The
septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of
the tank; If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise
the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in
the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required.
However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and
Buildings Division.
Pump Tank -
The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to
verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
Mound and Pressure Distribution S tem
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound
shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic
(other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the
infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather
installations (October-February) dictate that the mound be heavily mulched for frost protection.
Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may
not exceed maximum design flow specified in the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each
lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be
compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is
required to maintain equal distribution within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to-the owner,
and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
General -
This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its'
component manual [SBD-10572-P (R. 6/99)J arid local or state rules pertaining to system maintenance and maintenance
reporting. - ~ .
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and
pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as
POWTS components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access
openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed
unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall
be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component.
Continaencv Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the
system in proper operating condition.
If the dosing tank, pump,. pump controls, alarm or related wiring becomes defective the defective component shall be
immediately repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired
or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption
and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper
operating condition.
Questions about the operation or maintenance of this system should be directed to:
The County Zoning Office at ~,(-5-38 6 - y,68p ST• L°-ti~~X
The system ins taller at ~ ~S - b ~' $~ - Z2,t, 6 S~1G
The tank manufacturer at ~l~Q -3 Z.S -~'l.[S6 ItiJI~~
The effluent filter manufacturer at ~~-L)- ~-~-I - J~~{Z Z~~
The pump manufacturer at --
- ~ 3y - 82-17= y-$~~- Govt~s - __
PLOT PLAN
Scale 1"=30'
0
O
W ~-~. _ ?O ~~. 7 S b' P2u -'l M ~ V 1w1~ pr)V~ __
- -_ ----
Page 3 of ~
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\RO~ P! p~- ~T-
cUYL1v ~1Z .
12,5'
~ O~ 3 `rn 1 1~
3 ~ p T~ s-r. ~
NOTES•
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install 4" observation pipes with approved caps. ( Z required).
3. Septic tank to be 1b0u 16SOgallon capacity manufactured by
~ t L5 ~Z. C-U1.~ e~Z~ w ~ ~ - L$UO Z~~- ~ LTt12
4 . $ench mark ~ S ~- ~3o U
~. Divert surface water around, system to prevent ponding at the uphill side.
~ o Yv o i c.o "'t Af1CT
U 2 D \S'Tv~a3
`r1 j~ S 'P1'~Z~ W
s~
~5 ~
S~`~"1~ ~r.).
C.°r"Zp~ fit. q1. S '
Sow-pi„i Ur CALL
~-• c19_~ '
P_pproved S~thetic Covering
ASTi~i C33 '
Medium Sand
Topsoil
. -! ~ ~ E
3
i ,, i
~ . % Slope ~ ~.
Distribution Cell of~
2" to Zz" Aggregate '
~' Paae '~ • Or ~
Distribution Fipe
;._-~ F gleV. ~-t.~
;, i o -
,~.
~~
b
Force Moin Flowed
From Pump Layer
CROSS SECTION OF A MOUND SYSTEM
Linear Loading Rate=a•~ GPD/IN FT
Desicn Loading Rate=Q36 GPD/SQ FT
~-~~~n Dnei~•inn
--e-r- .
co~,~„~
.. ~ ~
• G
A ~ Ft.
B SO Ft.
I ~ 6 Ft.
J Q Ft.
' K 13 Ft.
~ 76 Ft.
W 3~ Ft.
D Z-~ Ft.
E ~~3 Ft.
F 0- 8 Ft .
G ~. S Ft.
H 1, l7 Ft.
~ -Observation Pipe
8 ~ K
~ _- -_- - -_- - __- -1---= -- ,~
a o--~----~ 8---- --------- -------------- =-----
_ 6 _ ~ Force Main
W ~__~__ _ ----_~ ------~_---- ~ ~-~cc~'ss
s~ ;~
. Distribution ~ ~ 1 „ , ~~
Cell of 2 to Zs
Pipe
~ aggregate
Observation Pipe
c~~o= 5~°iY~
-- f _ . . _._ ..._ ..-------
' ' •• PLAri VIED OF A MOUND SYSTE:4
05/21/2002 12:13 17154256864 WEGERER SOIL TESTING
` Distribution Pipe Layout
PAGE 02
Page ~ of 7
P-lace the holes at the bottom of the distribution pipes
at equal spacing, remove all burrs from the pipe and holes.
Emend the end of each lateral up with the use of long turn or 4~° fitting to a pout within six ••
inches of tho final Laade, Tenmiaate the reds of the Iata'als with a valvp,~ threaded cap or
. threaded plug. Provide access from snal grade for the valve, threaded cap or threaded plug. '
-~ccEss Box_ -
T`t?.1C'f~ L . C,~SS sic-~-~h~
pv C 1PV C pv c
Lateral -, ~- Mandold ~ ~~
x
- A L'P+rt~1 V ~ ~ .. --
.Q
o-
Ft f'S'1J 1 ~0 ~
O- ~ _
o--
tq
P ~`~ Ft. Hole Diameter ~~S Inch -
S ~ Ft. ~ Lateral ~ ~ Inches)
X 2 ~ Inches Manifold 7 - Inches
• - Force Main " ~ Inches
• :~:
~ of holes/pipe 1 ~
• Invert Elevation of.Laterats~Ub•?~t.
~3~~-V 1= S. 3 ~ ~6 .~ ~ ~ .qfS 6PM
C-~cr, a~c_s;cx
- -o
--o
avc ~=oti~ n+~
. _. ~ - Combination Sept~.c~.Tank and
PL]~MP CHAMBER CROSS SECTIOIJ AAJD SPECIFICATIOtJS ~ PAGE ,C~ OF 7.
.._ ,.
' ~ •VE1J7 CAP ~ WEATHER Pi000f
' JUUCTIOIJ 90X .
ti C.I. VE1JT PIPC ~ APPROVED LOCKIIJG
~ ].Q' FROM OOOR. MJl>JHOLE COYER 1N1'fK
%ii1J00W OR FRCSH ~ t'`-'AR•~IUG LABEC..
u.~3P~1a>J PIPE k NJTAKE ~ cer~Du~T ~
+aJ ~Pr~tLl'16 ~" Z' ft'Q
' Ft i~ iSFFp
' G I'~KD E
i
Is'nlfl.
6"+~w. ` I `frHll,l.
_ _ ~. 18 MI I,l.
l , T• - ~ llfl -
UJ L E T
Approved
joint w/
PVC pipe
+-~
' ~
~~' PROVIDE _1 I
I
~
.h, AIRTIGHT SEAL I
II
I
~~~~~ I
~ 1
z~8~t u~
~ I
_.'~ I i
. I
I
t~-trop I I I
ALARM
a ~I II
I I
I I ou
c . •I I .
gam. u o
' I
LLCM. F
L _
~
_
PUMP -1 OFF
0 CONCRETE '
l:Z~J , ~j ~ . 0 O 1 ~ ' ~ BLOLK
Approved
joint w/
PVC pipe
~• RISER EXIT PERMUTED O-JLy IF TA1JK MAUUFACTUR!`R HAS SUGH APPROVAL~3">*APRat<e
8>:D+~ t tv4
5[PTIC r
~ ~ SPECI~ICATIOt~1S
DOSE
Tf,UKS _
MA-IUFACTURCR: w L~~Z ~J'll e.~'~~, AJLIMBEA OF DOSES: ~ ' d pER p,{y
TAAJK StZC : _ 1 OOL ~ 6 S O GALLOAlS DCSi< VOLUME r
ALARM MAUUFACTURCiZ: S-S-~L-L~°T1Z( S~'LST~J,S INCLUOIWG 6ACKFLDW: l~Z GAttphl:
MODEL IJUMBER: ;~ I ~ CAPACITIES: A= I ~ luCHES OR 306 GALLO1Js
SWITCH TyPC: ~~C~-tf' 8 = Z IIJCHES'OR ~ G~LLOt15
PUMP MAIJUFACTURCK: GOVL-DC C= . ~ tA1CttE5 OR 10 ~ GALLOt,lS
MODEL t'.JUMBER: ~~~ S
• ~
D= 1Z' INCHES OR Zdy
GALLOAlS
SWITCH TYPE: _ ~'~R.~12-1•{ IJOTE: PUMP AUO ALA<~M ARE TO bC~('
MIIJIMUM DISCHARGE RATE 3 ~'~g GpM INSTALLED OA1 SSE
P
ARATE CIRCU ITS
VERT'tCAL DtFFEREIJCE DETWfEi,! PUMP OFF AIJO..O(STR16UTt0-J PIPE.. -
7
13'~~FEE7 I7 I
+ KIt.lIMUM -.,tETWORK SUPPLY PRESSURE , . , G•SO FEET ~.ukl• 3~
~- 0 FC ET OF FORCE MAIIJ X z-~ q F~o FCFRtC71ou FACTOR.. ~ ' •S3 FEET
_
TOTAL Oy1JAMIC HEAO = Z ~ •?3~FEET
As per manufacturer 11.0 gal/in. Liquid depth 38 `~
Goulds i~E ~_°~
Submersible
Effluent Pump
~ ~ r~
u
EP04
EP05
APPLICATIONS
Specifically designed for the
following uses:
• Effluent systems
• Homes
• Farms
• Heavy duty sump
• Water transfer
• Dewatering
SPECIFICATIONS
Pump: EP04
• Solids handling capability:
3/a° maximum.
--1 • Capacities: up to 55 GPM.
• Total heads: up to 24 feet.
• Discharge size:l'/z"NPT.
• Mechanical seal: carbon-
.. rotary/ceramic-stationary,
BUNA-N elastomers.
• Temperature:
104°F (40°C) continuous
140°F (60°C)intermittent.
• Fasteners: 300 series
stainless steel.
• Capable of running
dry without damage to
components.
Pump: EP05
• Solids handling capability:
3/a"maximum.
• Capacities: up to 60 GPM.
• Total heads: up to 31 feet.
• Discharge size:l'/z' NPT.
• Mechanical seal: carbon-
rotary/ceramic-stationary,
BUNA-N elastomers.
• Temperature:
104°F (40°C) continuous
140°F (60°C) intermittent.
®1995 Goulds Pumps, Inc.
• Fasteners: 300 series
stainless steel.
• Capable of running
dry without damage to
components.
Motor:
• EP04 Single phase: 0.4 HP,
115 or 230 V, 60 Hz, 1550
RPM, built in overload with
automatic reset.
• EP05 Single phase: 0.5 HP,
115 V, 60 Hz, 1550 RPM,
built in overload with
automatic reset.
• Power cord: l0 foot
standard length,16/3 SJTO
with three prong grounding
plug. Optional 20 foot
length,16/3 SJTW with
three prong grounding plug
(standard on EP05).
METERS FEET
io
9 30
e
2s
o ~
a
w
s
U 6 20
} 5
c ~5
'~ 4
0
3 10
2
5
1
0~
00
lU "LU JV
40 50 -GPM
~ ~ ~ ~ ~ ~ ~
0 2 4 6 e ~ 10 12 m°/h
CAPACITY
Effective May, 1995
83871
• Fully submerged in high
grade turbine oil for
lubrication and efficient
heat transfer.
Available for automatic and
manual operation. Automatic
models include Mechanical
Float Switch assembled and
preset at the factory.
FEATURES
^ EP04 Impeller: Thermo-
plastic Semi-open design
with pump out vanes for
mechanical seal protection.
^ EP05 Impeller: Thermo-
plastic enclosed design for
improved performance.
^ Casing and Base: Rugged
thermoplastic design provides
superior strength and
corrosion resistance.
^ Motor Housing: Cast iron
for efficient heat transfer,
strength, and durability.
^ Mator Cover. Thermoplas-
ticcover with integral handle
'and float switch attachment
points.
^ Power Cable: Severe duty
rated oil and water resistant.
^ Bearings: Upper and lower
heavy duty ball bearing
construction.
AGENCY LISTING
SP• CanadianstandatdsAssociation
(CSA listed model numbers
end in "P' ar "AC".)
' ~ ~
I
~
~ ~~ .
f
-
j
- ~vµp
"S~ ~".,~ `9 r
~ 5 GPM-- I
S~F ~,.n
1_ _
- `; x'25 Fr : ~ t
I _ _
_.. I I '
1 -
21
Z
~ i -T---
~ -
.
i
i ~ j i
i
i ~
~ i
~
3j ~ +
- -
EPOS' '
- 1
~ ~
:Epos _.-
i ~ ~ ~~...,(.. ~
~ i ~
~ I ~ ~
Wisconsin Department of Commerce
Division of Safety and Buildings
~9
Attach complete s't I
Horizon
Depth
Dominant Color
Redox Description
Texture V
.Structure
Consistence
Boundary
Roots Soil Application Rate
GPDJft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Elf#1 'Eff#2
0 - ~ ) O~11z 313 - s t I Z ~ q~,. mu-fi~ a S ~r ~~ - S • 8
Z 6- ~1 l0'112y~3 - Sly Z~S~'2 ~!`/1~'r CS lY>1 - S _~
3 ~t-2.1 10~~z~L3 'Fl~ ~•S`i2Slg sl I lesbk wt'f-~• e S ~ ~ - Z, •3
y zt-31 -~.s~r2~1~ ct~ ~sY~s1s cl 1~sb~rt ~ ~t~ ~ ~ . z, .3
Boring # t^~ Baring Q L
!/V t~tf GrOLrrld Sllr~. f7? PIPV -L fl•~ N r1....~~. •.. I:~:a:~- 4. ~i~~ \ 7
-- -_'_.._ ......_.., .-_._. - ~~~~
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate
GPD/ft2
in. Munseit - Qu. Sz. Cont Color Gr. Sz. Sh. 'Elf#1 'Eff#2
0-6 10'2- 313 - sit Z`F9~- )nv-f~ ~, s ~~-lam • S •~
Z b -~Z ! o~rz ~ l - s i t 2 ~sb~ )vt`{~l- e g ~ w, • 5 •~
3 rZ--Z ~.SYr2.~Lb ~t~F ~•S~Q- S~~ eI tesbk ~~. ) yh . z ~ 3
~~~~~~~~• ~ ~ - ov~s ~ ~u ~ Stu mgru ana t 55 >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sig atu CST Number
Arthur L, Wegerer ~_~~ 02 - 60 220254
Address 4~ e g e r e r Soil Testing & Design S e r.vi c e Date Evaluation conducted Telephone Number
421 :~T. %iain St. River calls, F7I 54022 S _ 3_ ~Z ~`~715-425-0165
SOIL EVALUATION REPORT Page ~ of 3
in accordance with Comm 85, Wis. Adm. Code
c,,. ~„fi, ,o .~ .....
i e p an on paper not less than 8 1/2 x 11 inches in size. Plan must ~ ~ ~
inGude, but not limited to: vertical and horizontal refer
i ~-- ' `"v lr
ence po
nt (BM), direc5on and parcel I.D.
percent slope, sale or dimensions, north arrow, and location and distance to nearest road. a0~1_ 4
U~y _) ~ _ ~ ~ ~
Please print all information. Reviewed by Date
Personal information you provide may be used far secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner
Property Location
tit ~
3V`'LC.\Z ~-cT .~~~Y°~M
Gl~f rU~ 1/45w 1/4 S Z T Z~S N R ~~J
.
E (o W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
~
- o. S U K Z rv Z ._ ~.
City State Zip Code Phone Number ^ City ~ Village ~ Town
'ta'v~~S Nearest Road
~
D ti w ~ S4DL ~ ((,S l ) ~ty,Z- 3131 C P~`f ~ S ~ ~`
1~vE`,
® New Construction Use: ~ Residential / Number of bedrooms . ~ Code derived design flow rate L1 S Q GPD
^ Replacement ^ Public or commercial -Describe:
Parent material LLI~ q p1/ ~ ~-(~ l Flood Plain elevation if applicable {~ ~ ft
General comments .
/
and recommendations: ~"1 pUhJfl VV ! Q K S Q ~ D ~S 1'iZ_t 13U'n O k1 L° ~~Z.L ,
~"-'1. ~ti ~ 1ut ~>~, Z 6 y of s ~~ ~ c..c_ ,
~~~v~- ~~V , RZ.St
Boring # (^~ Boring Q l.~ ~7
1 JV Pi} Ground SLlrfarP AIPV ` U- C. H 11....•L..., r-a:-_ c~-a_- ' 1
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ~ of 3
tibision of Safety and Buildings -
in accordance with Comm 85, Wis. Adm. Code
County S 1 °Ll~-l~lX
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must _
include, but not limited to: vertical and horizontal reference paint (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. DQ~/ _ I nay _) ~ _ l7 Q O
Please print all information. Re ewed by n Date
Personal information you provide may be used for. secondary purposes (Privacy Law, s. 15.04 (1) (m)). ,,, ~ , ~1 ~X 11e, .~.. - _ _ .
13 V"S. ~.1Z S~'~--F"(Z ~`~~`(~ N) l/~j ~ L. 1 /4 51~ 1 /4 S Z T Z i•S N R 1 S E (o W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
~- O . 8 pX Z i`; Z. -
City State Zip Code Phone Number ^ City ^ Village (,~ Town Nearest Road
'~~~SD ~1 >ti ~ s4 of 6 (~s)) ~~lZ- 3 ~ 3( C r~ ~-( s ~ `^~ ~~~,,
Rg New Construction Use: ~ Residential / Number of bedrooms ~ Code derived design flow rate ~ S ~ GPD
^ Replacement ^ Public or commercial -Describe:
Parent material L~~ g pt/ l~"t. ~ l LL Flood Plain elevation if applicable ft.
General comments r
and recommendations: I"'~ bUY`17 ~, Ia >L s o ~ D `S `~.l l3U ~ 0 ~ e.~t_ •
~ Iti~>~~~ z(," o~ s/~,~ r,~. MAY 0 8 2002
~'~~~tz ~~ , az.s'
ST. R
^ Boring ZONING OFFICE
I Boring #
® pit Ground surface elev. ~ b~ ~- ft. Depth to limiting factor~~ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
p _ b 10~ 1L 313 - s l I Z ~ q+,. mv`E`>-- a S ~-F ~vr, • S - ~
Z 6- 1- io~rZ_4~~3 - sl I Z`~s~k lm~~- cs 1~ • S -~
3 ~t-ZI l0~cz~L3 `Fl~ ~•S`L2S1~ sil lesbk m~~ eS 1 ~ - ~. .3
y Z1-31 ~.5`22~~~ CE~ 7,SY~? 518 cJ 1 cSbk 1~1`F~• 1 ~ . Z .3
Boring # ^ Boring
® pit Ground surface elev. ~ ~•S ft. Depth to limiting factor ~ Z in.
~'-' Soii Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft2
in. Munseli - Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
0-6 lo~~- ~ !3 - sit Z~g~ wtv-Pv- ~, s if-1M , s •~
Z b -~ Z Z oK2 ~1l - si l Z ~sb1z w).`f'~- e S l~ • 5 .~
3 rz--z ~•Sm~L6 ~l~F ~•S~Q s~~ e1 1esbk ~_~. y„~ . z ~ 3
r=muen~ ~~ = rsws ~ su < uu mgi~ ano Tss >30 _< 150 mg/L ' Effluent #2 = BODs < 30 mg/L and TSS < 30 mglL
CST Name (Please Print) Sig atur CST Number
Arthur L. tJegerer ~ OZ - 60 220254
Address [~) e g e r e r S o i l T e s t i n g & Design S e r v i c e Date Evaluation Conducted Telephone Number
421 ~d. Bain St. River Falls, [•dI 54022 S _ 3_ QZ ~~715-425-0165
.-_.
Property Owner ~~~rY-~. f it,7 Parcel ID # UU ~ ~-~ ~U~ - ~ p -ddO
a Boring # ^ Boring
® Pit Ground surface elev. 9Q - Z ft. Depth to timitlng factor 3~ Jrl
Page Z of
Horizon
Depth
Dominant Color
Redox Description
Texture
Structure -~
Consistence `
Boundary
Roots Soil Application Rate
GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 ~ - 6 ~~ y R 3I3 ~ si ~ Z `F9 ~ vn v`F-~ aS 1~f 1rr, . s ~ ~
Z 6-1.b lo~rZ~l3 - sty 2,~sbk wt.`f~ eS ~~ .S .~
3 1~-3v loH~~16 - \S lesbk >hv~f~- es 1w, .-~ ~.Z
4 30-31~ ~,s~n.Y/~ ~L~F ~.S~2 S/~ cl 1 esbk vn.~i- ~ ~ • z ~ 3
_.~----.
l i I Boring # ^ Boring a S _ .3
~ p;t Ground surface elev. ft. Dp~th to i~n,~n.,., f~~-.,~ 1 n
Horizon
Depth
Dominant Color
Redox Description
Texture
Structure
Consistence
Boundary
Roots Soil Application Rate
GPD/ftZ
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
~ 0- b ~ ~y~ 3 l3 - s i ( Z`f'~ 1- WI U'F~ 0.,S 1'f-~k1 ^ S - $
Z 6 - t p t o~ rz yl3 - si ti Z'~'s b~ 1~t `Ft~ c9 ~ , S • 8
3 lp-3p ~.sY~ y/~ `Fld~ ~-SYe S~3 cl lesb4r ~~1^ ~~ , Z .3
~--,
Boring # ^ Boring
^ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
• Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L `Effluent #2 =BODE < 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R. W00)
• PLOT PLAid
` Scale 1' =~0 '
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~. 5-3-~~ 715-425-0165 220254 - - Z--
• ~ ()
CST Signature Date Telephone ~I~1o. CST Tdo. Job P10.
Artcraft Homes® WIDE
A product of Wick Building Systems, Inc. 14 ~ 16
2301 East Fourth Street
Post Office Box 530 lina II
Marshfield, Wisconsin 54449 Cata
715-387-2551
56•-0•
L~ VAULT CEILING _
~
0 1~ 0•-8' 0
8'-0'
~
1p•_8• 0 o
14'$" D 12'-0'
o
MINI-BLIND
/ k ~ V O O SIDE BY SIDE
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LIVING /! NOT AVAILABLE
i .KITCHEN - _ I~
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- MINI-BLIND
CA-14 A
14X60
2BR-FK V
KNA S INC.
K-344
OPT PULLOUTS = 3
08 Highway 12
Krriapp, WI 54749
1800-657-4957
0 68'-0"
VAULT CEILING __ -- --~
a 14'-8' ~ 8'-0' 0 13'-0' ~ 12'_8• v ~ 19'-0'
{ MINI-BEND
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K-390
OPT PULLOUTS = 6
OPT. LINEN
IN PLACE OF
MED. CAB..
VAULT CEILING _
5'$" a 11'$^ ___.. c 4._8. 0 14'-8' I _ o -_ 16,_Q.
A _ b MINI BLIND _
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LAUND .
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a o « i ~ a BEDROOM 7 (~w)_ "~ "' ROOM
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OPT x260 ~ ~ /~~
60F K S ~ OPY~ K
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MINIELIND MINI-BLIND
D
CA-685 16X80 36R-CK-26-2F6
K-572
OPT PULLOUTS = 6
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Document NumberV
Y S
6
KATHLEEN .;H.°~YALSH ~ • -
' ' REGISTER OF `DEEDS
ST. ` CROIX CO. , liI
RECEIVED FOR RECORD
n 07-03-2002 9130 AM
f DEED
IipN
T1
WAR
T
~
#
REC FEE : 11.00
TRANS FEE: 33.00
COPY FEE:
CERT COPY FEE:
PAGES: 1
This Deed, made between Terri J. Gilbert. a single person Grantor,
and Jeffrey L. Benjamil>s~a single person Grantees aka..Teffef}i L,.' 13a1j~
.Grantor, for a valuable consideration, conveys and wan: ants to Grantee
the following described real estate in St. Croiz County, State of Wisconsin (the
"Property") (if more space is needed, please attach addendum):
Recording Area
Name and Retum Address
12 ~~~ ~. • 8~n~'ai^n i h
P~s~crlx a s~ S~ J lv
~ iw
d~-69~~
Together with all appurtenant rights, title and interests. 004-1004-10-000
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 all
easements, restrictions and rights of way of record.
A Parcel of land lying in the Northeast Quarter of the Southwest Quarter
(NE'/. of SW'/.) of Section Two (2), Township Twenty-eight (28) North,
Range Fifteen (1~ West, Town of Cady, described as follows:
Commencing at the Southwest corner of that part of said Northeast
Quarter of the Southwest Quarter lying North of Interstate 94 right of
way; thence East along North line of said right of way 283 feet to point of
beginning; thence North on a line parallel to West Quarter Section line 300
feet; thence East at a 90 c angle a distance of 125 feet; thence South on a
. „a ~. ,.,,.t~..,
line'parallel to West Quarter Sectioit~line 300 feet; thence West 125 feet
along said right of way line to point of beginning. L dyo~^~
Subject of 53'" Avenue right of way. ~ ~ , ~'{'0 ~•
C
Dated this ~~' day of June , 2002
•
AUTHENTICATION
Signature(s)
authenticated this day of
s
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not,
authorized by § 706.06, Wis. Stats.)
THIS INSTRUMENT WAS DRAFTED BY
ROBERT J. RICHARDSON, Attorney at Law
SPRING VALLEY, WI 54767
(Signatures may be authenticated or acknowledged. Both aze not necessary.)
J +
3~R 2'~~s5~~
Tn
~Jv'L-tom' ~l`- ,~L"'-
r,
* Terri J. Gilbert
ACKNOWLEDGMENT
STATE OF ~- ~~~ )
ss.
County )
Personally came before me this ~~f h day of
~~~ acba, the above named
Terri J. Gilbert
to me known to be the person(s) who executed the foregoing
instrument and acknowledged the same.
Notary
My Co
* Names of persons signing in any capacity must be typed or printed below their signature.
STATE BAR OF WISCONSIN
WARRANTY DEED FORM No. 1 - 2000
+,~gt}Bt~g expiration date:
5. 2006 ,)
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900 PIERCE COUI97Y 3000
2800
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