HomeMy WebLinkAbout004-1035-95-000
Ccunty
vvi,coosr ccpartlw''aolCorn.°u';,.• PRIVATE SEWAGE SYSTEM St. Croix
SsNry snc Bu '.11-3 Division
INSPECTION REPORT SarlalyPe'mRNo
iATTA-1H TO PERIAIT~ 605045
GENERAL INFORMATION slatePl.rnlhNO
!2
P,ISC'q. I n':Trrr'. v.u I..ovu]e n'iarU .er. 'r~gy ^.'1l', pu"P 'Prr:ary Ia::& C4'1)tm;) .31090^~
Penni'. I'C:1c''s Ne," Citg '•Villaac Tuwns"Ilp Parcel Ta.a N-.
Lawrence Wiegand TOWN OF CADY 004-1035-95-000
CST W.1 Elov Insp. BM UCV Ble L`lscliol mr Se,'inr+Tavn'Rany: P,tap Ne
~Op 6M N 15.28.15.242
TANK INFORMATION ELEVATION DATA
TYPL MANDFACTUREIR P 39 CAPACITY STATION BS HI FS ELEV
/D$ /dro
Sepac , G5er ~r Tn Z / Benchmark
t T' r 0 ( /dZ_~
owing '~'>'°a • s w~ At BM C, IL,... et, 4.6 1a3
Co..,~e
r Sz5 Bld- Sewer T
Holding St; l It h•lel
9•z5 48.75
Sail It OufIM
TANK SETBACK INFORMATION
TANK 10 Prl t^eil I BLDG 'Jen to A r Ir•tete ROAD of Inlet
D
Sep ! Z~ 21 5 Dt Bottom 1y 7
Hcader:Mar. 7
Dcsirg Z-7 Llr Z~to1 /9S / /71
We -to 1) Dist Pipe
14.Z7 dlv
Holding ect. System °i2
Final Grace
PUMPISIPHON INFORMATION 2-71 p2_ 7
6lancfacturer Demand St Cover 4,
GPrd ,
Model Number ZJ
Toll Li 1-7 Friction0 Systen Heal TDI1y FI
3 C ✓ B, ~L s8
Forcemnm 1 Length / Dia. )I Js: tovar T
'36 Z- 21 I,,0
SOIL ABSORPTION SYSTEM pq
BEDJRENCH :id'.h / L, Q:i, / No r' PIT DIMENSIONS tJ a. O' Pil•: Insice Dia I xaw: a-p'h
DIMENSIONS s 96 e 1
SETBACK SYSTEM TO P1 BLDG "JELL 1 AKLtSTREAAI LEACHING tvtaeulac7. w
INFORMATION CHAMBER OR
vt~- 261 219' UNIT tvlcdc N:n'~Uer
OJ
DISTRIBUTION SYSTEM
11.-.noe r M1:
fx 'IF risl it Dior I It J -7 ` x Hole. S ve (I1l;•1V !Span nu Vc
I e'q'h Z. / r7 Cia / IL`c~*741i*: 144 _ Urn J .:f:arrrq L ' .J ~3~i 7•G
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
F' I1 D De r, O' c' rF D0p1U tit Y-~ xx ScNC7r:n 9den .w M hrr!
Be7Tirit G:ute J. ~ s HedrTr n^h=aq"- TII,z
COMMENTS: {Include code discrepencies. persons p^esert e'.c t Inspect or fi' i$/` 1 Y i ; Inspector q2
I
Location: 322 310TH ST " ; T S l'x_ v. ti>r ,
C~^ If / r I
1 i Alt BM Description - r 1 1 L. 2.) Bldg sewer length = 71 r 7 S ~ 5 r / ~ S fN.:n_1 7 ~1y; :~-O'
-amount of cover= f( (I -T/rdW Ok..
Plan revision Required? - Yes >(NO 16 Z-j 1 7 r( 7
Use other side for additional information. I !
Dale - - insea ors S g ore - Cert. No
SISU E'1 J iR 3leFj
A I D `f1N-2c~t~- (4 to
--10-
COhIiTYfi,SCiFVI O ~ lant to u~t u f U u' ~:n. R t o / ~
?01 W'. N 21 yr v 1 fJ M:v IQ
1SIC in 11...Uson, sll I 1.12 yil
S m 1 Ia 1-11 VunlFsrl L.~ he till --d u by Co. i
Du{sarµne 1 o(nmerce
i t Sal IT r In•r purn'•,:
Samttx ermit 1ppL<<►twn
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11 1 t tl ll V I f~ T1 11 11111 l F r'I I Jl T' L'. tt t➢A J,.J Yur SK.:IhI£r
I \jq~l ICaU 111 I n h 1ln a lion I Lane Pr lnl 1,11 Inl1 ion n - _ ° cV,//~Cx/ Ll
I
r t :.I t r i II f
I,al'' l 111..
tR '.a:: ~G C:.]z Ih r.; Sumba ~ CE ~ `f~ 1cC: at
11 Ixpe u(Bulldm>.(check all that applyi I,:t;A14) y~
X I t 2'ar II I , 1 o-•- Vnri. 1 11'15; Y/~ - SL
JOIC
C Fuh ti C:.n n r I :d
IF/ ~ b t I
CS!,I Su ni:•^ [ III ^c r:i
r- _
HL Ts pe of Pei nail: iCheck only unc box on lint (Cumpletr line Ii il'npplirahlri z01nR _ _ _
\ flat'. L ?::)IJCCII"tl j'.>I:nl I 1 Y.'):-'Va i.'I I. tl: t.lP. 1. I •.:IIL'nt :lnl\ I J1 tl ct V.'.1:II I'"t' \~:a;'O 1e\9101'11
I. I I .u:: i'a t \ 1t Ica I /
fl P: 1 F .c:11 I'1. roil 3 .:.:1 [ CY ugr.a I'I t 1..1 L I 1c i 1 .w.ic1 0.. vv.
t
1\ I spr of 1 01\ IS Srslrm+(~umponrnc Urxisc: ((~hcck all Ihnl nppl~;i -,,.xr
u„-pza-u I.n-(1.ui:_ ]IY:....:,L.'ht .,.nln:1 LaLliq:: Ltdo!rJ ~2an a. va '::hr..:tl phtour,d<?lu ..eli J,~.,1
I I It~ I ~ tl~rt h I t I.::nI t1 e Iul I - -
\ U11 uti:d Ilsuuu nl \ICI Inlorm lbn _ iC
I Da p : ft t - Ulf,c nl u a reJ n 1 t 1 I. • 1' 11 t n 1 ow'.
\ I laid, hlfn r,1 a l u Y n. 1 ti. -l.rtcr T
full rs II u; I,t,t1;: ~
\ IL Recponslbilip' Statement- 1, the undrrsoned, assume rc:spml%ibditt for in.rallation 1,1 Ihr 1'11\c'IS shown oa lhh alho lo,d glans.
flu 1 1'. n.nt i 21 n:' j'l1 uF. llglww, _ \ti': % RS Nl.,. If I'I'onc Ni",,
77Z 321 41
\ 111 - nl U1 1 tIlnclll 1\l 0111•
;:m t l'cr I' < 14.1eA I nu :n: iall.ru-s I
IA l ondil~ 2r...nn> Gn' Ihx-vppros al t
Wyper.:.r py roust Oil Ee sM-•,icsa;i,. "~,.~eS J _ nn t_ .UI~ILJ, 04LA&
,s par vivagwriw plan pro nc*1 by pit..r.bet. Ili (iCi'CGJO<
I N t(eltaar,I( fM[(.IM!^ems must h r, alma. ir.(~ r -
p pw tlpFiiulble trxS! i':M:,;nn.et. (
Ao ob 1.., 1111,10, plxnl f- ILr r) g.... xnn w16 11xr rv < ['aunty n h'.. pxP<r(?I I<.a that E 1 I l uu lvl in si -
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DIVISION OF INDUSTRY SERVICHS
- :!624 CREEKSIDE LN ~
I iOLMEN WI 54636-9466
- 0 S Con!= Through Reay
1 P S h;ipJrdsps.wi goviprogramslindustry serv'ces
vtmw v: iscorsm gov
Scott Walker, Governor
Laura Gutierrez, Secretary
hmc OS. 2018
CLS'f ID No. 226524 A 7'TV P01YIN h opectnr
ROGER L I IMM ZONING OFFICE
fI\1M VXCAVA'TING Sr C'ROIX COCNTY SPIA
31 128 2oTll AVF ' 10' CARMICHAI 1. RU
WILSON W'I 5.102'-2?IS IIUDSON W1 54016-7708
C'ONDIT'IONAL APPROVAL.
PLAN APPROVAL EXPIRES: 06x08 2020
SI'I'F.:
Identification Numbers
L 32_' aw? I0 rence I I St Wic;,and - lha - ns:wlion ID No. 31109072
Site 11) No. 849797
town of Cad) --ide-ri- c
Plc;tsc ruler to both idcnti(icalion numbere,
St Croix Counry above, in all correipondcnce with the aecncv.
SF.I!.1, SH 4, S15, 128N. RI 5%V
FOR:
Description: Three Bedroom Mound SystemSloping site
Object Type: POWI S Component Manual Regulated Objcct ID No.: 1164466
Maintenance required; Replacement system; 450 GPD Flow rate: I S in Sod minimum depth to limitin;~ factor
from orieiual grade: System(s): Mound ('rnnponen Manual - Vex.' 1, SIM -1(1691-11 (N.01 `01. R. 11) l2),
Pressure Distribution Component Manual - Ver. 2.0. SRD-10706-11 (N.01 01. R. 101_'): Effluent Filter
I he suNniflal described above has been reviewed fin conlbrmance with anplicahle Wisconsin Administrative Codcs
and Wiscomin Stadules. Tlie subntittal has been CONDITIONALLY APPROVED. This system is to be constructed
and located in accordance with the enclosed approved plans and With any component msuw:d(sl rclerenced above. l~~jUD
the owner, as defined in chapter 11) 1,01(l I_11, Wisconsin Statutes, is responsible for compliance with all code _
requirements.
D!-
\o person may engage in or work at plumbing in the static unless licensed to do so by the Department per s. 145,06, pF O
ash. Df~I,.ION O
The !,ollowin;l. conditions shall be ntcl during, conduction or installation and prior to occupancy or use: -
Reminders
• A sanitary pennit must be ohmined from the county where this project is located in accordance With file
requirements ol'Sec. 145.119, Wis. Slats. ;SE
• Inspection of the private x:wage svitem installation is required. Arrangements for inspection shall he made with
the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Slats.
• A stale npprmed effluent filter is required. Maintenance inlbrmation mull he riven to IL'c owner oflhe tank
explaining dial periodic cleanin_+ofthe filter is required.
• The existing VOW I'S shall be abandoned pcr SPS 383.33. Wis. Adm. Codc.
• The area within 15' downdopc of the dispersal ec:l shall remain undisturbed. Vehicular Iraflic, excavation rn-
soil compaction is prohibited in this area.
• !A copy of tire approved plans, s[ cpif icutions and thii letter shall he on-site during construction and open it,
inspection by authorized rcjjrcscnw6%es o'. the Dcpanmenr, which map include local inipcctora_
Owner Responsibilities IL:
• 'Fhe current owner, and each xr.~seycer.l owarc:. shall receive a Lop v 111';111, kt:cr including inSIRIC6011s mating
to proper rise and maintenance of :hc smem. Owners shad receive a copy ofthc appropriate operation and
maintenance manual and. or owner's nsuxral for the pOW'I S described in this approval.
• The owner of a POW I S shall be responsible for e.nsurim, that the operation and maintenance of the 1'c "TS
occurs in accordance "ith this chapter and the approved management plan under s. SPS 383.54(1).
• In the event this soil absorption system or any of its component parts rnallinctions so as to create it health
hazard. the property owner nuts( follow (he contingency plan as described in the approved plans.
• Ilie owner is responsible for submitting it maintenance vcrihcation report acceptable to the county Iirr
maintenance tracking purposes. Report, shall be submitted at intervals appropriate for the component(s) wilizcd
in the POW FS.
In ;ranting this approval the Division of Industry Services resents lire right in require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 10 1. 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 lie made to me at the telephone number listed below, or at the address
on this letterhead.
I he above left addressee shall provide a copy of this letter and the POW I S mana;gemcni plan to the owner and auy
onc~rs who are responsible lot the installation, operation or maintenance of the POAA' I S.
Siuccrel) Fee Required $ '54.00
Pcc Rccciccd $ 250.00
Ralancc Doc C 0,00
Gerard 111 Swirn
PUR FS Plan Rcvieever. Division of Indrruy Services \kriSn'llART code: 7633
(608) 89-;•'X97. Mon - Fri. 7: 15 a.m. - 4:00 p.m.
lerry.swinuaa+i.L ov'
cc. I-.dwin A 1 ac fur, A4asio atcr Spc6 Irst, (71 634448'1, Arlon !r.. 5:00 A.M. - 1:30 P.M.
k Iha I IIVah' Nn ere
(hfner Responsibilities
• "hc curtell l uw:w-. acrd caul suh,,equ-n: nwn:` mall ,.eivc a cope u[ this letter im:udtr.,_ tnsuuc:iiwr, rclatim'
to props: use and maintenance o' the system. Owuets shall receive it cop. of the appropriate operation and
maintenance manual and or owne.'s martial for the POWT•S described in t:nis approva:-
• 'fhe owner o{z PCIWTc shall be responsihic• for ensurinv that the operation and maintenance of dw PO W I S
occurs in acmrclance with thi= chapter and the approved nanaycment plan under s. SPS 383.51(11.
• it the event this soil absorption systew or am of its componc•rtt pans malfunctions su as fo create a health
ii,vard. [tic pmperrr outer must follow the• cumingencv plat: as dcscrihcd in Inc approved pians.
• :'nc owner is responsible for submiunE a maintenance vc-iiicatior repot. acceptable to the cotmrv for
maintenance tracking parposcs_ Repims shall be suormned at intervals appropriate for file compunent1s) Utilized
1:1 the POW-S.
M i-amim this approval tit,- Uivisiuc of Industr, Services rese-yes the ri ht to require changes or additions should
amdmom arise making them acccssan for code cnninimnce As per state snits I Ol.12C i, nothing, in this review
shall relieve file uc wucr of Cac responsibiiin for designing a safe buildi;t;. uructurc, or componcn:-
Inquiries concerning this co:respondcncc ma% be made to mcc at the telephone ntmtber hsteC below. or a: Inc address
on Otis ietwnkad.
The above lefi addressee shall provide it copy of this letter an-: the POWTS mana ement plan to tit- mvner and -,)n%
others who are responsible for lie n:siallaunn, operadnr nr maintenance of the PO1+'1
S.
Sincerer, Fee Acquired S 50.00
Fee Received $ 250.(J0
B2laracc• Doc C 0.00
6crtrd M Swint
N )WI S Plan Re vicwe:. Div ision of Indurrv Services WiSMART code- 76.?
(6()81780-7892, Mon - F^i. 'i::5 a.rn -.1 00 p.m.
jcrnswimia;wl.EOV
cc Sdwin :1 Taylor. Wastewate- Special st. ;T 5 1 (,,4-.-,4S4. Mon-fri, 8:(10 A.M. - 4 'P.M_
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Reside-tia App icatior
INDEX AND TITLE PAGE
LViCCS
Project Name
Owner's Name Lawrence Wiegand
Owners Address 311/ State Road 128
Wilson Wi 54027
Lega Description SF / SE s15 t28 r15w
Township Cady
County ST. Croix
Subdivision Name: NA
BONA
Lo! Number NA Block Number NA /?OV <<Y
ED
Parcel I D Number 0.04-1035-95-000 = , FETYAND
U~
"rSfRV/CF8
Plan Transaction No.: Y St.~
Page 1 Index and title
t/ Ccz
Page 2 Data entry
Page 3 Mound drawings -
Page 4 Lateral and dose tank
Page 5 System maintenance specificater•s
Page 6 Management and contingency plan
Page 7 Pump curve and speahcatiors
t )L" 1 r
< A9
9 r lkY h
Designer Roger Timm I_ cense Number 226524
Date 05/22/18 Phone Number 715-772-3214
Signature t, L11 4 ~
Designed Pursuant to the
Mound Component Manual for POWTS Vers ion 2.0 S8D-10691-P (N. 01101 R 10;12), and both
SSWMP Publication 9 6 Design of Pressure Distribution Networks for ST-SAS (01181) and
Pressure D:stnbutior. Component Manual Ver. 2.0 SB6 10,706-P:11. 01+ct H 10:12)
Version 7 A (R I V'2) Page 1 of 7
Mound and Pressure Distribution Component Design
Desiqn Worksheet
Site Information
R or C; R Residential or Commercial Design Note- Sawl fill (D) calctilatiooc. assume a
300.00 Est mated Wastewater Flow (gpd) Table 383 44 3 in-situ sal treatment for
fecal colilorm o1 36 inches.
1.50 Peaking Factor (e g 1 5 150%)
450 0C Design Flow (gpd)
8.00 Site Slope
100.00 Contour Line Elevation (ft)
18.00 Depth to Limiting Factor (in)
0.60 In-situ Soil Application Rate (gpolft`)
Distribution Cell Information
90.00 Dispersal Cell Length Along Contour (ft) = 5 00 Cell Width (ft)
1.00 Dispersal Cell Design Loading Rate (gpd/fY)
1 Inf cent Wastewater Quality (1 cr 2) Are the laterals the highest point
in the distribution Y
Pressure Disribution Information network? Enter Y or N
C r E i C Center or Eric Manifold
2 50 La!erai Spacing (ft) If N above, enter the elevation (ft)
4 Number of Laterals of the highest point
0.156 O,.fi;;e Diameter (in)
4.00 Estimatea Orifice Spacing ift) = 10 23 ft'?orifice
2.00 Forcemain Diameter (in)
30.00 Forcemain Length (ft) Does the forcemain drain back? Y
90.00 Pump Tank Elevation (ft) Enter Y or N
4551 System Head (ft) x 1.3 4.89 Forcemain Drainback (gal)
11 33 Vertical Lift (ft) 81.12 5x Void Volume (gal)
0 38 Friction Loss (ft) 86.01 Minimum Dose Volume (gal)
0.00 In-line Filter Loss (ft) 23 69 System Demand fgpm)
16 26 Total Dynamic Head (fti
Lateral Diameter Selection Manifold Diameter Selection
in d ,a options choice n dia options choice
C 75 25 x
00 x 50 _ x x
25 x 2 CO
1 50 x x 3 co
2 00 x
3 00 x
Gallonsllnch Calculator (optional)
Treatment Tank Information Total Tank Capacity (gal)
1000 00 Septic Tank Capacity (gal) Total Working Liquid Depth (in)
Weser Concrete Prod Manufacturer gal/in (enter result in cell B49)
Dose Tank Information Effluent Filter Information
603 36 Dose Tank Capacity (gal) Poly Lok Filter Manufacturer
16 76 Dose Tank Volume (gallin) PL 525 Filter Model Number
Wiese, Concrete Prod Manufacturer
Project Page 2 of 7
Mound Plan and Cross Section Views
1 - •
WOB J
FK Observation Pipe
- -
0 _;5: A
W -T
Mound Component Dimensions
A 5 CO Q F 22 80 , H 1 00 It K 10 48 ft
B 90 00 ft F 9.50 in 12.60 ft L 110 95 ft
D 19 00 in G 0 50 ft J 6 7511t W 24 35 ft
450.00 (W) Dispersal Cell Area 1583.88 (W Basal Area Available
5.00 (god/ft) Linear Loading Rate 9 00 (ft) 1110 B Obs. Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 103 29 ift) - >
• H
- G
1
F Dispersal cNn- 102.00 (ft) Lateral
'C1 SC (W Invert
Dispersal Cell t
Elevation D
a
100-00 (ft) Contour Elevation
8.0 % Site Slope
Geotextlle Fabric Cover
Shading Key v a -7 Dispersal Cell j/ See lateral details on
Topsoil ft Page 4 for number, size,
r a 1.5
® Cap o
Subsoil Cap 4 C, T and spacing of laterals
721-7 L51
ASTM C33 Sand 6 m Laterals are equally
o Z spaced from the
[q 0 Tilled Layer c w 0.5 ft Typical Lateral distrbution cell's
F- Aggregate o U distnbuhoeutione in the
.
A • n cell (Axt3)
Prolect Page 3 of 7
Center Connection Lateral Layout Diagram
GdN Tanrorrwcnnn t+.1. 01 11011 10 MA"old 61 ar,"A' L N.1.1s w. 4.WK4M
rr- ~ _7
P - - S
Turn-upndbslivalvo r IIx-~IF.r2 I r~?-rl LeAeralS SforCemam $Ch 40 PVC
at m.. out p4u0 per SPS. T bW l$4 30A
NoM: drAl.d on aw bouom 01 1M 141val
Number of Lateras 4 Orifice Diamete• 0 156 in
Lateral Diameter 1 `C in Orifice Spacing (Xj 421 It
Lateral Length (P i 44 21 ft Orifices per Lateral 11
Lateral Spacing !S) 2150 ft Orifice Density 10 23 ft-;orifice
Lateral Flow Rate 5.92 gpm Manifold Length 2 50 ft
System Flow Rate 23 69 gpm Manifold Diameter 1 50 in
Total Dynamic Head 16 26 ft For cemain Velocity 2 42 ft/sec
Dose Tank Information
Locking cover with warning
_ label and :ocking dewtce and
sealed watertight
Elechual as per NEC 300 and 0 _t
SPS 316.300 WAC 7Dtsconnw
4 m min
i
Tank componentm properly vented E- Alternate oadet
location
J
Forcemain diameter
Wieser Concrete Prod Manufacturer 2 in
Caoaa: 603.36 Gallons
I
Vo -r-e 16.76 gal/inch A
Weep hole or anti-
Di Tension Inches Gallons ~ B C siphon device
A 20.87 349.15
B 2.00 33.52 C Pur mp off elevation (ft)
C 5.13 86.01 90.67
D 8.00 134.08 D
Total' 36.00 603.36 V4
m Dose tank elevation (ft)
r/r 3" Bedding un er tank 90.00
Alarm Manuafacturer SJE Rhombus Note Switches
Alarm Model Number Tank Alert containing mercury
may not be used in
Pump Manufacturer Gould this svstem
Pump Model Number EP04
Pump Must Delver 23 59 gprrl at 6 26 ft TDH
Protect Page 4 of 7
Mound System Maintenance and Operation Specifications
Serv ce Provider s Name Roger Timm Phone 71b-.V2-3214
POW IS Regulator's Name St Croix Co. Phone 715 386-4680
System Flow and Load Parameters
Design Flow - Peak 450 rpd Maxrn;.rr Influent Particle Sze 1/8 in
Fst mated Flow - Average 300 gpd Maximum BOD5 220 mg/L
Septic Tank Capacity COO gal Maximum. TSS 150 rng/L
Sci Acscrot cn Componer-. S zo 450 fY Maximum FOG 30 mg/t.
I ype of Wastewate• Domestic Maximum Fecal Cc; form >1GF4 cfu/10C mL
Service Frequency
Septic and Pump Tank Inspect andlor service once eve 3 ears
Effluent Filter Should inspect and clean at least once every 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test monthly
Pressure System Laterals should be flushed and pressure tested ever 3 ears
Mound Inspect for ponding and seepage once every 3 years
Miscellaneous Construction and Materials Standards
Ooserraron pipes are slotted and materials conform to Table SPS 3843J-I have a watert crt cap
and are secured ❑ as shown n the mound component manual
2 Dispersal cell aggregate conforms to SPS 384.3C f6j(i), Ws. Adm. Code
3 All gravity and pressure piping materials conform to the requirements in SPS 384, Wis Adm Code
4 f i Rage of the basal area is accomplished with a mold board or chisel plow
5 The mound structure, and other disturbed areas will be seeded and mulched to prevent sod erosion
and help reduce frost penetration
Lateral Turn-up Detail
Finished
Grade Jr
6-8' Diameter Lawn t f hreaded C eanout
Sp" nkler Valve Box Plug o, Ball Valve
i
Dis*ribulicn
Lateral l
► L_ - - - Long Sweep 5J or 1 ,wo
45 Degree Be^ds Same
D ameter as Lateral
Project Page 5 of
Mound System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
General
' n s sasteT ;r Le cpo:alc: r ar:o ,roe v:i;h IPS'i92-94 Wis. Adm Cede, arc shall mainla~rcd r ac:::r don G.'•v th t5 7",rcrc
sisal; ihb. r ^°gt ' N 0"0'. R. 1 ,5!"a^dP PJdlica: cn 9 5 :0'rii•;, and Pressure Cistricutio I c r ,.nrcn! L1an cal %et 2 ;1 567
t'~ 7C5-u N -1 Cl Fi 10+:2i] and local or state n.les pertalninp to sysren man:enarce arc mointenarce lepcr,ing.
No ore should ever ente• a septic O' puma tans since dargeicas gases may be p'esent :nat could cause death.
Sephc aid pump tark abandcrr-ten: srla'I be in accordance vath Si 333. 33, ttis Acm. Code wlim the ranks are re Idrger used as
°GIWTS components
Sep: c or pump tank manhole risers, access users and ownrs shoo c Lc rispecteC `or w,-aar:ightness arc CUidiress Access openings
.sed'e' se^: ice and assessmen shah to seated 'eraterllgi! the coTdletrr of serdrCe Ary cpering cee,-ed Visoild, defech're,
r to faJUre mLS: ce fed dr:cc txpirse^. access opui rigs grease" non 9 ncnes 19 ::a'I'l.'ll•' shal; to se";I ny an dYeotve looking
_r. r IC prevCr't a_c nertal r' nautherZed cr1`g intr. a fark d' con'.pcreI
Septic rank
Tre :$p: c tan- sna 1 ?e Ta~nlained oy an rav c~,:al :e'tfied lose ^vrce sep! clanks tai s. Stars : he nanlerts of the se3lK
:x ^k ,'sal be cisposea of in 3cccr iali'w ill' NH . 13,'.^.IS. Acn'. `tide I he. ;sera: rg condition u`:'w_ seplic lark and cutlet filter shall be
assessed al least once every 3 years by inspect or
The cutlet ^I:er shall De weaned as necessa,y to ensure ti oper operation I he' I:er cartridge should -rot be rurr;ved unless i,ovisio-s
+,e rade to -eras solids in the lank that may slough off the filter wher. removed from its enclosure If :he life, is equipped unison an ala'm the
`1,f shall ce serviced I the a arm is activated cenllnuouisy. Intermittent Iii ter alarn'.s may indicate since flows of an infcendutg congruous
~,anr
The sept,c lank st a&l have its contents rercve:: wher the volume of s udge and scurf in the tank exceeds V3 the I.quid votime of the
If:ne porte9:s of the tank are rot'erlOYed at the time of a triennial aSSeSSrert eia'.rtenarice Personnel shall advise tie owner of
v.'reh Ire next servce needs to be pet'ormed to maintain less!nah maximum scum and is udge a0CLmu ator in tie tai,I
the addition of biological o' chem cal apcitives to enhance septic lance performance is genera Iy no: iequreu ric'wever. if such products
are usea the,, sha I be approved to- septic lark use cy tie Depa'trii of Commerce
Pump Tank
1 re pump ldosmgi lark steal' be rsuee'ed at leas: Vice every 3 •years All sw tches. alarms, and rrr t ~i
:.eraron if an effluent filter s installed u, iti r tie lark t shall De inspec:ed aid sere ~_-u as necer,-. y
Mound and Pressure Distribution Sy;itern
NC trees cr sr't-ts shtmlr to In arlec on :ne r¢n t . n: rigs may to n'ace aii-rut Ire aril tr, rri ut ' s'15I
.-red and TJ flied as necessary Ic rren: elc5 cr ar t..:. .,^.•r,.': id2 seine pr^.tec:orl `orn ho t ! •i -trot lei- a'1 6._i
.'petative mahterancei y' Ire teca rd is rut re COmr1C'lile9 s rice soil compa:ocr moy hiider acrale:n ::I Ice r' I'rat:' : ir.,:e v.it_, r _
rc and sure compact tor r tie wrre' wi I cromote fr':s! Deie:fa: cr. CCId •aeaihen is;a lah,.ns iCctober -F etruar: i d clate that
-n.,,rC be heavily munched as protection f•om heetri
Irtluen! quality Into tie Maud sys:e'r ntay not exceed 220 rrg'L 6CU:, 150 rig'I_ TSS, and 30 Tg:L F03 `o' septic :ark All.n:n: _
'r u!L BOD^ 30 mgA. TSS 10 mg +L FOG. arc '.1' ch. 100 mL fo' highly healed effluent Influent flew ray not exCeetl 'naximurn conic
-cded m the hermit fo' tn.s nstat allin
're pressure dism.c tidr system s p,ttwded rich a flushing corn! at :he end of each lateral, and it is reco:rrnended that each laic'; r _
red o' aca_rwlated snlics at least crce every 18 months. 'vb'ner a pressure fes: is perfc"ed I should be compared Io the 'n!.a !e
v: her roe sys:eT was iwal ::d to derermne if orifice clogg:rg has occured arc if orifice clearing is required to ma main equal disir b..ln;n
v.rr r the dispe'sal AI
:ibsereahan popes •w thin. the d,,p,,,.l cell snarl be checked for effluent ponding. Ponding evels shah be -epo-ted to tie c:•rrler, arc ary
I=, - S above E manes coisdered as an impending hydrau~ic failure requiring additional, more frequert mound: rig
Contingency Plan
:ne septic tank or any of Is components become defect ve the tank or component shat be it ired or replaced to keep the system it
r 'ben operating tonf itl or
t•te dosing lark, pa'rp pump conl'ols alam- or related 'v rug becomes defect ve:he defective ::omporen!Isi shall be immed ateiy
v, ai'ec cr repiaced w.lh a component of the same or equal Deho-marce
:rc -round o0'raonen: fails to accep: aaslew3ter nr n ins `o disoha'ge was!c vale' to the grourd surface, it vi I be rrparec o'
p a_ei it Is present local. m ny ircreasing canal aea I toe lea^.age riccd's ct by rernovinq braloocal y clogged absdrpliol and d:stIer.-::al
e Ca, anal ihalec pinoo, and teolaanq sa d cc Tipoienls as deemed necessary to bring tee system in:_ pr :per operating colds-r
wee Page 5 of this plan 'or :he rame and to ephcne numbe• or ,i;w era. PCL4rf S regd'atc• and se-aide pro: ide1
Pretreatment Units
-,e nferma:en and scl•ecl.le cf Tar; -ooce'cn' ants ma rterd c f'i c r9 -el ce-,ices ° Jcn aS ac of _ .r_3trt' I _r i n'=_." ar
_ :*p adacnec as sepa ale :ocr.ne r,. arr• c it r-I ^i n- a _
~'i a'iac'm _.t ::Ian d_r-tr
(5GOULDS PUMPS Submersible
Effluent Pump
E P04 & E PO 5
Series
APPLICATIONS ,.,;n?•gec.n I1& ■ FPC'S Inipel,er n:,:,,,, ■ L'ednnys.
~Ce :L•oi^e o `er :ir endosed rirsgr to- ,ey :pry rr.i .,ey,
n: %9i;re•t rq, ~,e~i:irmarr:. rn^ n.r'rcrr
.rd~~•,• ■ Casing and Base'
'+vqur'.:
A:aildble for automaticane t''ererpla%T:. dPSQr Cnr; r6•; AGENCY LISTING
s.pentrsrrngth
r Idr Ldl operation. Auto SH laa: Lir $9•.!a^i... w:ut,r
- ma nod'e's inclLde $la (e P ~i. ,~.R3ESay
.lechanrca, Hoat Switch ■ Motor -lousy tq e•:.
r ~p ••`Ii Cler• r',?:. r,r .,nry. o. mps k'<0 ;npt F~rrr~.,
- assemble,. anc preser , at the -
fa(Io•y 6're^qin. a,e oL•,ar-y
SPECIFICATIONS WMo tor Cover
FEATURES lover •::cn °teyral to-dl- r~
■ EP^' Imueller r•:enr)CP3". 0 Po:ver (:ahle ~r.r•r -
des Q^ siT•1
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P~L~i~q]C INSTALLATION INSTRUCTIONS
PL-525/PL-625 FILTER
PL-525r1"L-625 FEATURES & BENEFITS
Features & Benefits:
(y • Rated `or 10,ooC GPC
e PL-525 = 525 Linear Feet of 1;18" Filtration
f5; PL-625 _ 625 Linear Feet of 1.,''32" Filtration
PL-525 PL-625 .Accepts 4" and 6" SCHD. 40 pipe
Tr e 7'_-b'5,62., Effluent F'Iter should operate efficiently • Built in Gas Deflector
-,r seee,al yeas under no-ral 'Conditions before
•Au'omaac Shut Off Ball'.vhen filter is Rer,(roed
--^,u:ring r_Icanir.g It is recocunended that the `Iter be
_-aned e'verv'.ime the tank is i or at least o very .Alarm Accesslb'bty
"ree yeas. I` -.re nstal ed filte• cor*alns an optional
Ala ^t, the owner will :)e nalfied by an alarl-: when the 0.4--cepts PVC Fx-enS ral Handle
Pr 'leecs se,,-cing. Serv clry snould be dole a
et r. fl•^,d septic tack pumper or inste lr;r -
RECOMMENDED PRODUCTS
Polylok PVC Filter -
Extension Handle
rJµ
lj
Risers & Riser Covers Extend & Lok'° Riser Safety Screens Filter Alarm Panel and
e^: t--' your Pohilo< Extend & Lok-`" Polylok safety sc-eer•s SmartFilter Al Control
septic :ank cover to c;rad:: is a simple, easy. :c use prevent tragic aa;idents Switch
I his allows locating and solution that can extend from happening by children ?clylok flier alarm pares
servicing your filter easier the inlet or cctlet pipe and and pets falling into open and switcrs pro•vid a visua.
and time saving by elimi- make filter andior baffle septic tank entrarces. and audible notificatio-i of
na'.ing digging to 9nd tank installation a snap. in'a^nd'1P filt=r and to-1,
cr:raoce_ f its 3' anr. 4•• pipe. ca-,ic .ry
fora full list of Po.'ylok products please- '.I -1- ~ ,r rvc'b siR ut www.polylok.com
T 7 yr
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PZ1LY!.~~DK INSTALLATION INSTRUCTIONS
PL-525/PL-625 FILTER
I
INSTALLATION INSTRUCTIONS
1
1
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wN ; I f
1I
LLO
S
~1AC `l~ri
Step 1. Step 2: Stop 3
(~.1 Cate the Ci,9P-t of t'tt. ;..nptrc :c ~i. rp re instdila:irn plac2 the fF r 1 ...a a:: 'or hOi, 1 t
Remove tark p:w9r aM t'_rtr;! lark filler o.aing r, t., ire uu Ict pipe. ::r Ir ; 2 pe
f rrr:esary. lBj hlake siI that the rousing :H Insert lire fille• cartridge
is positiunec sC ,he'i :er can he. housing, making sure the 611er
rerrrOVed from tre IarS `nr cartrdge IS Dfcpe•ly al I~rnd a..i'
maintenance and serVice. completely inscrtfi-d m the he_sing.
MAINTENANCE INSTRUCTIONS
N
r
I,
I I JI
Step 1: Step 2: Step 3:
I t:-1 gut f t c :rLr 70-1x.. :Ai RL-iove tint eo.e- and pxna I.A I h.Sec the
cr arty c,.: t;?rR.
( necessary. iwn r-c::e hcus ro makinr. „
_ r 9i Pull the filter Cu: Of :he hcuslnq, the filter is properly a igFrr
- - h-. wo, the septic ink and ccmpletehy insertec.
Hi-,c off the 51 n a
USE RURRIF R (;LOVES C'.a r vre al Sr h s fall hat.< into G-.e `E:' P_ :I r..c s„t , :arik code
WHEN CLEANING FILTER ;:uik
TANK t Q) I Alarm System
asy -to insta II liquid level alarm system for indoor use.
, arr s,stcrt 'no- tC•s iquin I-:vets it tR pi.mp chaTbes ;.r.-gyp I: ~r rr : sFE r,iwtq t-'
se Aa;C?, agric:..dl,ral an_ cthor :;,t'er xpii:;axons. _
l 4 ,
I- Tark Alerts I ala',m system can scrv is as a Ftgh cr Icw level warn dependFtg on tie flea!
ode' use:
a,~a aka
TPi- q 1,,-,'m hpfr SO:II'ds 'a:hEr a Co I!: rr(ia I'y th'Cah:nl'Ig ligli'_' is<TI G.: r'ddm[n bCCLfS ~Na t'nrr _a'
S11-1 is:_ :fit the Wa'n.n~ i ~ r ! re ❑'9s o^.:i^ tI r.enii n : iuTCdr r,r wr n^"
nd pCwc•r In The alYrl pArii -
i
•
All ihi' ^.r cl us. re, des gr~!a7 fo' easr. of i'tsta Iatron ra!ed i[r i-door VOLTAGE FOR.12Q VAC MODEL:
..sc
P'.me'y. 12J'•a':,C. 5~+6t7 h-:. c. „atts 91ax
/ Rea "alarm" ligrt g'een 'po:ver cn" light, alai ":est" swrn, aid ialaln card t or;:
`om "si.ence'• svntch rr,ri 12
'•✓:•.C
IF A grin hero sau•tds at 86 decibels a! !C feet '3 mete•s;. VOLTAGE FOR 230 YAC MODEL:
/ Car no t.wd watt any Ill I. is:ed + Recognized swstching •necianism toot UL Listed or CSA Certified)
rate-!n ncljde t amp, 12 VAC lead Priwwa 2jf VAC ro.4ic. Q. 5,t'a'ts m,:.:
lawn' ru~•di'.cnj
All A a'm systm::~hen insta'led on separate c r~,ut1 cpei n'ae'• if
^'e cUTP cror.it fats. Saao^ ;tar: 12 `d,-~'
/ C~rraIwe ftac age ii.uces standard S.iE Sigra Master" cAnt•_l ALARM ENCLOSURE: x 4 x 2 5 ^r:r
5-110^ •xiet 15 feet :4-57 melersi ca61e lolhe• englFS avarla-IE; t.:::: , •r t5 v
an] '13,1111'9 C'an^ NLMa - ' .:L.
/ ALARM HORN ' ; :e bels S.
/ JL L.s1m1
POWER CORD: Ioct 5 ^5eterl
. ~~x UL
All • Onlu
All T' rM . ?ij ficd
e-year lin'i!ed naranty. Mx FLOAT SWITCH CONNECTION TERMINAL:
~f1k~7ZZtlltt, Fcr f oat swl•.a:n cornec:,on cn'y Pu'i,!
tap. pcwcr iVci'age across •.cr-r naffs
s 11'vAC. Vaxirrurinc rnoer,;a:t[c `~r
1 1 L n t:wrig cevice* 5 onmsi.
When ordered with the alarm this system is available with: FLOAT SWITCH: SJE SignalMaster" car lf:<.
/ 'Itema;E fl oat s:vitcr mod- sv;itrh vhth nourtng clamp
els f;r rtrgh or Icw lerel warn:n~ Cable: 15'eet (4.5? meters), llex,b e 18
.jqv
ls: 2 conductor IUL? SJGVV, v,ate•-
/ 120 VAC primary voltage o, 23C VAC primary vctane 123^')1:^_ gs
mod^' is ro: UL List~9 cr CS'A Ce^ifiodi. Float: ?'4 i'ICh ciameter z 4 ?3 :nc't I-ric
1 rr, is '2 ? cm' ^ yh rnpar: O:ri ri
&'Ius.
Rh PO Ri^ ' 'il B. D_troi7 I a4:es ?i 505('2
1 E85JIAL-J.._ • 1-218-e4'-'317
• J'" 64'.517 Fax
SEE BACKSIDE FOR ORDERING INFORMATION. c'nai s - c r-❑^o'nbus c:;m
www.sjerhombus.com 77
ST. CROIX COUNT)i
SEI''I*IC TANK NIArNTCNANCE. AGREENIFN'I
ANT)
OWNERSHIP CERTIFICATION FORM
l)t4'71erJ l; ll )'Ci 1 / ~
Mailing Address~lej~ -.3 001
Property .Address
(Verification required from Planntng .1: Zoning Department for new construction.)
CkvStare Parcel Identification Number
LEGAL DESCRIPTION
Property [.1,c;5:;or !r; ,Sac. lei . I :N R Twur. of ~
- -
Jub;hvi icn - / Lot P
Certified tiurvey Map V fC - - Volume Page
Warranty Deed !i , Volume Page # -
Spec. house yes Lot lines idenuftablc _.n0
SYSTEM MAINTENANCE 11ND OWNER CERTIFICATION
Improper cs, acd ma:nteranc- of ynur sepuc. system con:d :cult in its premanve iadtec to handle wastes Proper
maintenance consists of porn ' ptrg pet the sepuc rank c•de, •r three years or sooner, if needed, b•::: hccnsed pumper. Vs Itii you pct.rt,-.
t_'te system can affect the luncuon of the septic tank as a treatment stag, in the waste disposal system. Owner m nut nance
resporsfeilmcs are spectecd it,. §Co[nm- 83 1211 i and it,. Chap:e: i_ - St. C':oA County Saluar: i_lr:?niamc.
Tint ropcrty nw-net afire .s to submit tc. S C:orx Country I' arming & Zaune Dq+zrtr-:enl a ec~trir alma -igaca b, u:,-
n%.•t:cr and b a master plumber, Jturnc, mar: ph.moe., restricicd plum, er or a 1tC,nSea pumper VZ'7:`}dng. that i I) t1W on sac
•~astc•.vax: disposal system is in grope: operating condmo•t andsoi after inspcc:on and pumping ea[ i r saa. y;, the scpt:: r n4: s
Ir<s that: 1: 3 1ti11 it skidgc.
I/ we, the undersigned have read the above requa'emcnts and agree to maintain the ::vat- sewage disposal system wi'.n thr
;tandar& set forth, herein, as set by the Department of Cortuncrec and the Department of Natural Resources, State of Wisconsin
Ccrutication stating that your septic system has been maintained must be completed and returned to the St. Crotx County Planntitc
7ortng Department within 30 days of the three year expirarion date.
I •.oc ce:r.fy that all statements Cr t s fortn are true to the best of in} our kt:ow lcdgc. I~ o, arv:rz- the ownerf s) or al,
p:op,rr; described above. by virtue of a w• Mir deed recorded in Register of Uecds O:'iicc
Number ;of bedroo s
SKiNATURIE OF APPL -.AN DATE
• 'An; infom:at:on that :s r.isre.+:etcr.tcd :resy result in the sanuary pet::ui b,mg n--vArd b•: il:s Planning K Toning Dcpartr.:cr•
to:nude with this apahcanon a wa.rauty d-cd tiom t;c haaster o' t:-11-t ::ad a .t :r' of the :.crtl5cd survey map it
-c'crence is mad, tit the warranty ;i„d.
(RFA . 08!05)
VI Im '41
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N acnnan Depalnl mmic SOIL EVALUATION REPOI1 Page I of
I)n'i>ron of Sale) i 1 0• In aecordancc wnh Comm 85• kN i : _
ZN6JCBQEFBTQJ GW County
e pimi on paper nor Ico than 8 x I I mehea in nize.~usl 'i. 'I St. Croix
Indn tr. hul not limited n. rerlra. d and horwontal reference point (100), ducction n Q ['meet 1.1)
I'rn ent lopu. scale or dancnsiou,. nosh arm..'. and BM mfCknecJ to nzahl n - 004-1 t1 9)5-000
Please print all information ~p~c~ ti_~.GP °`'1e"e- r- Date 7
er. .:ul.nlurnnalion you pms We ma., tx med li,r wcondar purptx- I Pris ace 14%..9~•I: r %
I'n. q;:rtp Uxm'r Pro canon
i
Lawrence Wiegand (i,m I.m SE SE s I r 2 N R 15 w
I'mpaw Owncr'v Madme:lJJres - I.uifi Block 3uhd \amc or CShla
1 10 State Road 128
( ilc Stale ZIP('oac ..Phone ❑ City ❑ Village 0 Town Nearest Road
\1'ilson WI 54027 715-772-4456 Cadv 3Z2_ 310th Street
0 New Construction Ilse: 0 Residential Number of Bedrooms 3 Code derived design flow rate 454_-- CiPf)
❑ Replacement ❑ Public or Commercial - Describe:
Parent Material LoessoverTill flood Plain elevation if applicable _ VA
General comments and recommendations: -
~Rornie - - -
Boring Y Q pit Ground Surface Elevation 100.0 fl. Depth to Limiting factor 22 in,
LL~~JJ - - - _ Soil Application Rate
Horizon Depth Dominant Color Redox Description texture Structure Consistence Boundary Roots GPDM2
in. Munsell Ou. Sz Cont. Color _ Gr. Sz. Sh _ 'Etfki •EN#2
1 0-11 t0YR312 I SIL 2-f-gr mfr cs 3f 0.6 0.8
2 11-22 10YR4/4 SIL I 2-f-bk mfr gs if
i 0.6 0-8
3 22-30+ 10YR4/4 7.5YR3/4 f-2-d CL 2-m-bk mfi If 0.4 0.6
I
I
❑ Boring
gg
I Boring { OPit Ground Surface Elevation 100.0 fl. Depth to Limiting factor 19
~ in.
Soil Application Rate
I lorzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDiR'
in+ Mansell Qu Sz. Cont. Color Gr Sz. Sh. 'EH#1 'EfF#2
1 0-11 10YR3/3 j 1
SL 2-m-bk mfr cs 3f I 0,6 10
2 11-19 10YR4/4 SL 2-m-bk mfr Cs if 0.6 1.0
3 19-24+ 7 5YR4/4 5YR4/4 f-1 -f GRSL 2-m-bk i mfr If ! 06 1,0
Iiolucnt91-nobs- 30_ 220 mg; l and lSS>f0--I>0mgrt. •I'Mk1cnt+2-BUD.-3)mil. and 11SS=3ume''1.
CST Vane (please PnnB _ Si nature -
- ['S 'I Number
Mark Iverson ) )
. _ L . 46672
Address Mile Lvalualinn C,,odncled Iilephone Number
P.O. Box 155 Llammond. 1VT 54015 .lone 9.2017 715-796-5664
Pro cif) Owner Lamence Wiegand Parcel IDi+ 0004-1035-95-000
Page 2 of 3
❑ Boring
Boring it ON Ground Surface Elevation 98.0 ft. Depth to Limiting factor 18 in.
u Application Rate
Horizon Depth Dominant Color Redox Description Soil Texture Structure Consistence Boundary Roots GPDift'
in Munsell Qu Sr Cont. Color Gr. Sz Sir. 'Fffrti 'Eff#2
1 0-9 10YR3/2 SIL 2-m-bk mfr gs 3f 06 0.8
2 9-18 10YR4/4 SIL 2-m-bk mfr cs 2f 0.6 0.8
3 18-30+ 7 5YR4/4 5YR4/4 f-1-f GRSL 2-m-bk mfr 06 1.0
r-
,I Boring' ❑ Boring
OPit Ground Surface Llevation It. Depth to Limiting factor in.
- Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff'
in. Munsell Qu Sz Cont. Color Gr. Sz. Sri 'Etf#t I 'Eff#2
❑ Boring
Boring M ON Ground Surface Heiation ft. Depth to Limiting factor _ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff'
in. Munsell _ Qu. Sz Cont. Color Gr. Sz. Sir *Eff#1 I. 'Efk12
I
I
• Enluent a I n0l). - :0 2211 me'I. and TSS JO I ~o rngt • I'nlucnl h.'. - B0I),, 10 mg'L. and -l S% 30 mg, L
The Depanmcnl of Commerce is :in egnal opportunia scrv ice provider :wd emplovcr If qou nrcd :usislance to access xn iCes nr
VmJ macrial iu :m ahrm:nr Iirrtnal. please contact thr dep:unneni :n htlRJbt.-31 51 or I-I'1' bOR-761-8?TT
Page 3 of 3 o n 24 9 40 ft 80 H
(N)
Property lines are approximately 160
feet north and 450 feet east of B-1.
BM#2 - Top of 3,W PVC Pipe
100 3'
H-1
100.0
B-3 HW2 Top PVC Pipe
98.0
08 4'
&2
98' 100 0 101'
\100'
99'
O
Well
• = Ground Surface Elevation
BM# d Descnplio - Bench Mark _ J
Elevation - oo, =Boring Location & Elevation
Owner Lawrence Wiegand Site Information. Completed By: Mark Iverson
311 St Rd. 128 SE1/4, SE1/4, S15, T28N, R15W 617 Cty. Rd. J
Wilson, WI 54027 Town of Cady Roberts. WI 54015
St Croix County 715-684-9125
Phone 715-772 4456 CST# 46672