008-937-11-3403-SAN-2023-013 , ,_;:�r^�"%�_�;,. Industry Services Division Counry �
:� , = 4822 Madison Yards Way .sq w Ye� �
� "._ - Madison,WI 53705 Sanitary•Permit Numher(to be filled in b}l
' :' �s P.O.Box 7162
�
' - Madison,WI 53707-7162 y � �� 3 S -� �
,s,ti- W
Sanitary Permit Application State Transaction Numbcr �
In accordancc with SPS 383.21(2),Wis:Adm.Code,submission of this foim to the appropriate govemmental uniY T �������` Q
is required prior to obtaining a sanitary permit.Notc:Application foims for state-owned POWTS are submitted Lo Project Address(if diffcrent th:u�mailing ae —
the Departmcut of Safcry and Professionai Senices.Per�oval infoanation you pmvide ma��be used for secondary W
purposes in a�cordance witl�thc Privacy Law,s. 15A4(l)(m).Stats.
l.Appiication Informa6on-Piease Prin[Al1 Information - / y .�/ Wooc�e(R/[ �ar _
f'ropeny Ow•nc�'s N�me Parcel#
R�c ar �i i v . do89 7 J
Property O�vner's Mailing Address Property Loca[�
/76�.v woo �
City,State Zip Code Phone Number !`
�i/'C�1 W O W.r ✓ry�� _ �._�, �b✓ !., Scction // _.. ,
II.Type of Building(check all that apply) �u�� T 7 N R E oi�v __
r'- Subdivision Name
�1 or?Fa�nil}•I)ncilinc-?�i'umbcrofBedrooms__�___
�-
Block Y
�'ublidCommercial-Descnbe Use
� ❑Ciry of _._
❑State O�wicd- Descr96e Usc__ — CS\1�lumber illage of ---
�' n'focvn of /��t t. WO�C/ _ ____ ——_
�K��
III.Type of PO�'VTS Permit:(Check either"Ne�v"oi"ReplacemenY'and ot6er appLcable oolineA �Check one box on line B.Complete line C iC
a licablc.) -- --
A �1eµ Sys[em ❑Repfacement System ❑Clther Modification W Lxisting System{explain) Additional Pretrcatment linit(expVain)
B.
❑Holdin�Tank �❑In-Ground �t-Grade Moimd Individuat Site Desi�m Other Type(explaio j
(conventionai)
�'� ��RencwalBeforc �Revision angcofPlumber �TransfertoNewOwner���viousPemzitNumberandDatelssued
( L-spic�tii,n '!-�
IV.DispersaUfreatrt�ent Area and Tank InformaUon: _ _
Desi�Flo,ti�("��pd) I Design Suil Applicatiun Rate(gpdisfj � Dispersal Area Reyuircd(s� Dispersal rlreaProposed(s� System Elcvation
aa . 6 .S"oo ✓�d y' 0. ' —
Capacity in Totat � #of Manufacturer � c
Tank(�ifomiati��i; � Gallons Gallons { l,nits n � U b J .V
i Ncw�Tanks Facisting Tanks 'H � I � � � � � ca m
j � :. U v: „ � :n iz. G tL
i
�— �
Scp[i'or Holamg fnnk � x
�—.------{ 7�'0 — � ,f o /-�o .Sk
---�-- ` 0
Dosing Chambcr j�oo `� ��7 00 � �� �� � �
V.ReSponsibility Statement-I,the undersirnecL,assume respunsi6ility for inataltation of theYPOWTS sho�vn on thc atfached plans.
P{umber's Name(Prir.t) Nlumbe�•'s Signature :i ,J1PKS�u:nber I3usiness Phone Number
�c� _v,'fc�,��a _ �.�o y9� I 7/S-9�/�'�3�
Plumbe;'s Adr'.�c:,!Strcct.('it�.Statc,Zip Cod�)
7 y.v,f w y o - w Z _
VL Co n �/Department Usc Only _
�App ove [�F�isapproved Permit Fee �tc Issucd Issumb Agent 5ignature
f t�O.�•ncr Gi�en Reason fo�Denial � `O"•� �I`�, 1`�� �`��
Coaditions of ApprovaVReasons for Disapproval �y?'`��
�����,� ! j.
w �I"1r;1,,.�,r,
�`''� � � �-l �-3....-_4-.,.=. �'�'%,,P��L� ;-_- -_
�� `� � �_}.., r �_
��� ' ��� �� j ......- � 4
i G �4�w,..._..- � F F� Z � Zd��
�S� � — C7g� ;�,,�,w w�� ;a��-�-$� __-------
� - ---� �f,� r .,,� .. �
,
- rii�i,;„ . .
Attach to comple0e plsns[or the system and snbmit to the Cuunty onty on paper�t less than 8 U2=11 InMes in i¢t �Q � � ,^
1 �"LJ
NO R�FUf�DS AFTER
SBD-6398(R.03i21 j �Scv+U`�(��M�`('
w��,»,�����.m,m�oe sae�ry�a rmt���,Ni x..a�-� .�, rm,�e:eox��z i i a
th�tsto�or md„sm sn.�«� � w n ,• .
auzz htae�son}'mas war , _ _ � � _ _..
ry eo.�aoz .
ntadison,w1537o� �� 7'on}�Evers,Governor
� Dan Hereth,Secre4ry
Conditionally
February 7,zo23 APPROVED
DEPT.OF SAFETY AND PROFESSIONAL
CONDITIONAL APPROVAL SERVICES
DIVISION OF INDUSTRY SERVICES
PLAN APPROVAL EXPIRES:2025-2-7 ��y .t��/_..
Plan Review:PWTS-022300163-C ""�y
Bruce Vitcenda SEE CORRESPONDENCE
1450 N State Road 40
Exeland,WI
SITE:
Bluem
1795N Wooddale Road
Town of Edgewater
Sawyer County
SE'/.SW'/.511-T37N-R9W
FOR:
Description:2 Bedroom-300 GPD—52"to At-Grade Component Manual—Ver.3.0(May
limiting factor-Maintenance required 2022-2027
Pressure Distribution Component Manual—Ver.
2.1(May2022-2025)
`•Manuals Have Been UPDATED!!**
The submittal described above has been reviewed for conformance with applicable Wisconsin
Administrative Codes and Wisconsin Statutes.The submittal has been CONDITIONALLY APPROVED.This
system is to be constructed and located in accordance with the enclosed approved plans and with any
component manual(s)referenced above.The owner,as defined i�chapter 101.01(10),Wisconsin
Statutes,is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the
Department per s.145.06,stats.
The following conditions shall be met during construdion or installation and prior to occupancy or use:
Reminders
• The site shall be properly prepared prior to plowing.Any grasses longer than 6"shall be cut short
and removed.To avoid matting,any leaves or loose organic matter shall be raked up and
removed.Cut trees and shrubs flush to the ground and leave stumps.Avoid operating equipment
on the At-Grade site.lf necessary,use only tracked equipment,during dry conditions,with
minimal passes,to avoid compadion.
• Components and soil removed from an existing drainfield shall be properiy disposed of so that
there is no risk to public or environmental health.
• A sanitary permit must be obtained from the county where this project is located in accordance
with the requirements of Sec.145.19,Wis.Stats.
• Inspection of the private sewage system installation is required.Arrangements for inspection shall
WivwminDqwmrntufSafervandPmfr�siooalSm'iccs - Ph�me:fi0x-2fifi-2112
Diviafaiofh�dustryServiccs W h �.p .
4822 Madixoo 1'nNs Way - � �! " Fina�l _ _.
PO Bon]302 � . i� _ . ,� .. _ c.,�
Madisnn,W i 53�ot � _ - Tony Evers,Covemor
. Dan Bereth,Secretary
be made with the designated county official in accordance with the provisions of Sec.
ias.zo(z►(d),wis.stacs.
• A state approved effluent filter is required. Maintenance information must be given to the owner
of the tank explaining that periodic cleaning of the filter is required.
• A coav of the aoproved plans,specifications and this letter shall be on-site durin�construction a�d
open to inspedion bv authorized representatives of the Department,which mav include local
insoedors.
Owner Responsibilities
• The current owner, and each subsequent owner,shall receive a copy of this letter. Owners shall also
receive a copy of the appropriate operation and maintenance manual(s)and be responsible for
ensuring that POWTS is operated and maintained in accordance with 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 malfunctions so as to create a
health hazard,the property owner must follow the contingency plan as described in the approved
plans.
• The owner is responsible for submitting a maintenance verification report 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 Industry Services 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 and the POWTS management plan to the
owner and any others who are responsible for the installation,operation or maintenance of the POWTS.
Sincerely,
,ld�u�w/�o�tvl�y
Joshua Rowley
POWTS Plan Reviewer, Division of Industry Services
(715�634-5124
loshua.rowley@wisconsin.�ov
RESIDENTIAL AT-GRADE DESIGN
INDEX AND TITLE SHEET
Conditionally
Project B�uem At�rade APPROVED
DEPT.OF SAFETY AND PROFESSIONAL
Owner Richard 8 Patricia SERVICES
ERVICES
Address 1768N Wooddale Rd
Birchwood. WL 54817
� SEECORRESPONDENCE
Legal Descnption Prt SE-SW S.11-T 37N-R.9W
Township Edgewater County Sawyer
Subdiv�sion Name Lot No.
Parcel ID Number 008937113403
P�an Transaction Number
Index sheet Page 1
Calculations Page 2
At-grade drawings Page 3
Laterats and dose tank Paqe 4
Specifications Page 5
Management&contingency plan Page 6
Tank Info Page 7
Pump Curve Page 8
Pior P/q,J P4f� 9
Designer Bruce Vitcenda License Number M.P 220498
Signature � Phone Number 715-943-2382
Date 01/31/23
Designed pursuant to:
At-grade Component Manual Ver. 3 0 for POWTS (May 2022-2027), and both
SSWMP Publiwtion 9.6 Design of Pressure DisUibutfon NeMrorks for ST-SAS(07/81)and
Pressure Distribution Component Manual Ver. Z.i (May 2022-2027)
Versron 7.1 (07221 Page 1 of 8
PRESSURIZED AT-GRADE DESIGN
Flows and Site Data Entry.
r'Residen6al or commercial?
__ _.
200.0'Estimated wastewater flow(gpd)
300.0 Design wastewater flow�gpd)
7.00 % Site slope
90.50 Contour elev below lateral (ft)
�—
52.00 Depth to limiting factor(in)
_ 0.60 In-sdu soil application rate (gpd/ft^2)
Distribution Cell Information �
1 Influent wastewater quality
4.20 Lmear loading rate gpd/ft
7.00 Effec[rve absorption wid[h (ft)
7 00 Maz effective width permitted (ft)
72 00 Aggregate length (ft)
Pressure Distribution Data Entry
_ — _.
e Center or end laterai con�ection
C� Number of laterals
0.156 Orrfice diameter(in) e g 0.25
1.50 Estimated onfice spacmg (ft)
' 2.00 Forcemain diameter(in)
2 63 Forcemam flow velocity(Wsec)
60.00 Forcemain length (ft) y ! Does forcemain drain back?
' 83.00 Pump tank elevation (ft) y~ Are laterals at highest pomt?
6 83 Vert cal I haft ft x 1 3 9$', NA
Y O
( ) Forcemain drainback (gal)
0 88 Friction loss (ft) 57A Sx Lateral void volume (gai)
0.00 In-line Filter Loss (ft) 66 8 Minimum dose volume (gai)
12 26 Total dynamic head (ft) 25.8 System demand (gpm)
lateral Diameter Selection Galloos/lnch Calwlator . , ;
Pipediameter Desynopiwns Desgn.cnrnce �TOt21 T8f11( C8P3Gry(J21�
� � �n 'Total Workmg Liquid Depth (in)
_. � zs m Galhn (enter result in cell G46)
. - .-. ._. 1 5 in
- z m x x Treatment Tank Infortnation
3�� x ; �_ 750 Septic tank capaciry(gal)
ISkaw �,Manufacturer
Effluent Filter Information Dose Tank Information
-
Orenco Filter manufacturer SOOA Dose tank capacity (gat)
Bio-Tube �Fflter model number 14.2�Dose tank volume (gal/in)
__ —_ _ _---.
!Skaw ;Manufacturer
Project Bluem At-grade
Transaction Number Page 2 of 8
AT-GRADE PLAN VIEW
�o —t
� 1/6 B Observatron pipes(2[yplcaq A 7.00 ft
� � B 72A0 ft
�t—t 1/6 B 12.00 ft
C 9 00 ft
W ��� D SAOft
t- � E Zoon
� L 82A0 ft
� B W 19 00 ft
A x B SOOAO ft^2 ,
L
�� Cap
� = Totai a re ate cell A x B Typ�wl obs pipe
99 9 Sbtted m the lower 6".and
O = Plowed area L x W ancnored secure�y.
�
6"
�
AT-GRADE CROSS SECTION
Svnthetic fabnc cover
92 33 ft Finished grade
elevation
Lateral
invert elev 91 AO ft � \ �— Observation pipe
at aggregate tce
E � ,,, ..,_ _ _
! � r aiope
Surface contour g0.50 ft C A �..
and syslem p _ 1 �
elevation �
� = 12 in topsod and subsoil � plowed layer
over aggregate and tapered to toes ��ow L x W
� = 6 in aggregate below
pipe(s), and 2 in. above pipe
Project: Bluem Atyrade
Transaction Number: Page 3 of 8
PRESSURE DISTRIBUTION AND DOSE TANK
Late21 Diagram -End Connection
P
l.:rb..l.,��nllpdn-:?r..,.n.f..n4 �—X--I Lar.ralr..�.-.r..,rt�a�n.=,�F'•:fG.:1�Jii
H.:lec.7nlla0 or�rF�o b:.rr..rt�c.l rhe 1��er�I [•er SF.9. T nE1x ;;R.1 lU!.
e��oall��rpy<e.f • = Tum-uC'niball..al..e..rclaan._utplug
Lateral Specifications
0 156 Orifice diameter(in) End Lateral connection point
X 1 49 Orifice spacing (ft) 1 Number laterals
48 Orifices/lateral P 70 03 Lateral length (ft) ,
25 8 Lat discharge rate(gpm) 2 00 Lateral diameter(i�)
2 00 Forcemafn diameter Qn)
25.8 Sys. discharge rate (gpm) 6�A0 Forcemam Length (ft)
1226 TDH (k)
Typical Pump Chamber Layout
Approved manhole cover Mnih
Wea�her-proot � waming label and locking Aev�ce
junclion bos —� �
Finalgrade 4��
dlsconnect
Tank component is � Attemate
propedy ven�ed � ! �� ouflet
locatwn �g•� min
Ek�ctrical as per NEC 300 and I� Approved_�_
SPS 3t6 300 WAC outlet
Tank fWl �omt
c
Inches Galions A Pro��de va-
4 A 14.5 206.0 Alarm on weep hole or
c B 20 28.4 B anfisiphon
E C 4] 66.$ Pumpon device
o D I 14.0' 198.8 84 17 ft C
ToWls 352 500 0 pumv oe
D
3'Bedding uneer tank � ~— 63.00 k
Zoellar Pump manufacturer �SJE ', Alarm manufacturer
98 Pump model number '01-H j Alarm model number
Project: Bluem At-grade
Trensaction Number Page 4 of B
At-grade Svstem Maintenance and Operation Specifications
Service Provider's Name Northwest Samtary Phone 715-943-2650 �
POWTS Regulator's Name Sawyer County Zomng Phone 715 634-8288
Svstem Flow and Load Parameters
Design Flow- Peak 300 gpd Maximum Influent PaRicle S�ze 1/8 in
Estimated Fiow-Average 200 gpd Maximum BODS 220 mg/L
Septic Tank Capacity 750 gal Maximum TSS 150 mg/L
Soil Absorption Component Srze SOOA ftz Maximum FOG 30 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform >10E4 cfu/100 mL
Service Frequencv
Septic and Pump Tank Ins t and/or service once eve 3 ears
Effluent Filter Ins t and clean at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test monthl
Pressure System Laterals should be flushed and pressuretested eve 1 5 ears
Mound Inspect for ponding and seepage once every 3 years
----- --- --
---- __ ---- - - ------
�,��_ ��
Miscellaneous Construction and Materials Standards
1 Observation plpes are slotted and matenats conform to Table SPS 384.30-t, have a watertight cap,
and are secured in as shown in the at-grade component manual
2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i�. Wis Adm Code
3 All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code.
4. Tillage of the basat area is accomplished with a mold board or chisel plow
5. The at-grade structure and other disturbed areas will be seeded and mulched [o prevent soil erosion
and help reduce frost penetration
6 Areas withm 15 feet of the downslope tce will be protected from compaction
7 All other construction details are as per the atyrade component manual SBD-10854-P (N. 03l07)
Lateral Turn-up Detail
Finished ,,, . ••••.........,
Grade ��
6-8" Diameter Lawn —� ~- Threaded Cleanoui
Sprinkler Valve Box Plug or Ball Valve
Dis[ribution`
y Long Sweep 90 or Two
91.00 ft —% 45 Degree Bends Same
Diameter as Lateral
Pro�ect Bluem At-grade
Transaction Number Page 5 of 8
At-grade System Management Plan
Pursuant to SPS 383.54,ws.Adm. Code
Ge�rel
Thls system shall be operated in accordance wiM SPS 382384 Wis.Adm.Code.and shall mamtarned m accordance rnth i[s'canponent
manuals[SBatO85d-P(N.03/07.R. 01/12).SSWMP Pub.9.6 i01/81),and Pressure DSinbution Component Manual Ver. 2D SBD-10706
(N.Oil01.R 10I72)�and local or state mles penamirg to system mamtenan�arW mamtenance reportng.
No one shoultl ever enter a sept�c or pump tank since dargerous gases may be present tha[could cause death
Sept�c arW Dump tank aba�omment shall be m accortlance wrth SPS 383 33,Wrs.Adm Code when the tanks are no brger used as
POWTS componen�s.
Sepl�c or pump tank manhole nsers,access rrsers and covers should be inspected lor water[ghtness and soundness. Access openmgs
u5ed tor service and assessment sha11 be sealed watertght upon the completan of serv�ce. Any openmg deert�ed unsound,tletectrve.or
sub�ect to fadure must be reD�acetl. E�osed access openings grealer than 8-inches m diameter shall be secured by an effectrve bcking
device to prevent acciAeMa�or unauthonzed e,rtry into a tank or component.
Seotic Tank
T�e sepfic tank shall be maintained Dy an rrMrvWual certified to sernce sepfic tanks under s. 281.48.Slals. The wntents of the sept�c
tank shaii De Aispoud of in accordance wRh NR 113.Wis Adm Code The operating colWitwn oi the septk tank antl outlet filter s�ail be
assessed at least once every 3 years by�nspectron.
The outlet fifler shall be cleaned as necessary to ensure proper operatron The fitter cartridge shouM�rot be removed unless provisions
are made to retam so�ids m the tank ihat may slough oft the fitter when removed hom ds encbsure. If ihe fiMer is equpped wi[h an alarm.the
fitter shalt be sernced rf the aWrtn is actrvated conbnuousy. Intertnittent fitter alarms may irWicate surge flows or an impendmg wMmuous �
alartn
The sepUc lank shall have ds contents removed when lhe volume of sludge and scum m the tank ezceeds i/3[he IpuW volume of lhe
tank. If the conlents ot the lank are not removetl at Ihe Ume of a hiennial assessment.mam[enance personnel shall advlse the owner of
�+uhen the nezt service needs to be peAormed to mamtam less ihan maximum scum and sludge accumulatwn m the tank.
The addilion of bwlogical or chemical addAives lo enhance sepbc tank performance�s gerx!raity not reQwred. Hrnvever.iF such products
are used they shall be appmvea for sepM1c tank use�y the Department ot Commerce
Pumo Tank
The pump(dosing)tank shall be inspected at least once every 3 years Afl swilches,aWrtns,and Dumps sAall be lested to verlty proper
operal�on. If an eflluent fifter i5 mslalkW wAhin the tank�shall be�nspected and serviced as necessary.
At-0rade and Pressure Disiribution Svscem
No trees or shrubs shoukJ be planted on Ne atyrade Plan6ngs may be made arourW the abgrade's penmeter,and the atyrade shall De
seeded and mulU�ed as necessary to Drevent eroswn and lo pmviUe some pmteclion 6om 6ost penetration Traffic(other ihan for
vegetative mamtenance)on the att�rade is not recommended smce sod compadan may huMer aeralroa of the mfitlrahve surface wtlhm lhe
mound anA snow compaction in ihe winter will promote frost penetration. Cokf weather inslallatbns f��r-February)dktale Ihat the aF
grade be heavdy mukhed as protedwn from freezmg.
Influent qualRy into the att�raAe system may not exceed 220 mg/L 60D5 150 mg/L TSS,and 30 mglL FOG for sep6c tank e(fluem or 30
mg/L BODS 30 mg/L TSS. 10 mg/L FOG,and 10'cfu1100 mL for hghly treated effluent. Influent Flow may not exceed maz�mum desgn flow
speafied m the pertnd for this mstalia6on.
The pressure distnbutan system is provMed with a flushmg pomt at lhe eM of each laterel,arM d is recommended that each laterel be
flushed of accumulated sol�ds at least once every 18 rtwnths. When a pressure test Is performed 0 should be wmpared to the imtial test
when ihe system was installed to detertnme rf onfice Gogging has occurred anC A onfice cleanmg�s reqwred to mamtam equal distnbutlon
withm!he d�spersal cell.
Observation ppes vMhm the dispersal cell shall be rhedced for effluent ponding. Ponding levels shall be reported ta the owner,and any
levels above 4 mches wnsidered as an impending hydrauhc fatlure requmng adddional,more hequent moniforing
Continpencv Plan
If[he sept�c tank or any of rts components become defectrve the tank or component shall De repahed or replaced to keep the
system m proper opera6ng condrt�on
if the dosing tank,pump.Pump controis,alarm or reiated wmng becomes Aefective the de�ectrve comporrent(s)shall be immediately
repaired or replacetl wilh a component of lhe same or equal performance
If the atyra0e component fads to accept wastewater or begms to discharge wastewater to the grounA suAace. M1 vnll be repaired or
replaced in Rs'present loca6on by increasing basal area rf tce leakage occurs or by renovahng the b�dog�cally ctogged absorpt�on and
drspersal media.mstalhng new pipmg,and replaung o[her components as deemed necessary to bring
the sys[em into proper operalmg conditfon.
� See Page 5 of t�ls plan for the name aad telephone number oi your local P01NrS regulator and servlce provMer.
Project: Bluem At-grade Transaction Number: Page 6 of 8
r
�
�.AHVWG DEATH MAYOCCUR rF TANK iS Eh7EREO �, SNAYu�50�500 �
O Yn L40UT PROPER EOUlPMEN7 � l�J �
o I— 70.Oo _ " - I
NOTE SEE WfvER WALL PHOTO ON THE "EXCCUS!VELYA7 SKAJ/'S"P4GE. i i
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PRESS
1�NCH PRESS � SeAL
SeAL GASKET �ASNEi
N57ALLE0
N'1-EIJ FGLrRr^
�BAFFiE FILTER
?6.00
�
3�a� SECTION VIEW OF TANK AND COVER — —=�"�
Model Number 750 / 500 SKAW PRE-CAST Phone: (715) 967-2277
Approved loc SEPTIGSEPTIGSEPTrC/PUMP.SEPrICiSIPHON OR HOLDIN� p6255 105th Street, New Aubum Toll Free: 1-800-924-8625
Werght �n;et Dim. OuUet Dr;n. Liq. Depth GaL /In. Nom. Cap, Wisconsio 54757 Fax: (715) 967-2707
11.040 1bs 42" 40" 36" 14.23 512 28 9al www.skawprecasccom
� i -- _ _-
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MODEL 98 , i Feet aAeters Ga� Liters - ,:, -- —
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CONSULT FACTORY FOR SPECIAI APPLICATIONS
• Cieclrical aitemators, for duplex systems, are available and • Variable level iloat switches are avnd.,t�b., ��v r.;.�r�.!milinr� s,iri,le
supplied with an alarm and threr. phase syslems
• Mechanical altemators,for duplex systems, are available � Double piggyback vanable Ievei (loat swdches are avanable for
with or withoul alarm switches �ariable level long cycle controls
• Refer to FM7922 and FM0806(or lemperatur:s abovo 130`F
� 98Senes - . .. ._.—. Con[ral Selection �--I .. .
_ Model VoLLs Ph Mode Amps Simplex _T �uples ��
fd9tl 115 Aulo JA ' y 4 ---I �
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N98 115 1 `lon 94 2or3 � 4 � - .� '�
D98 zao � i-� nm� � a� , a ,,.. t,.� \ Easy assembly"
E98 _ .230 1 � Non � 4J 2a3 4 , Z'. � � � . °"'•n'��'.�'°`-'
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SELECTION GUIDE , ��-��,' Fy '
t. Intagral Ooat operated mecharucal switch. rio extmnal conlml required ��'\-" ��. J
Z For automalic use single piggyback variable leve!float switch or douGie i
^�,ggyback vanable level tbat swilch. Ro(er to FM0477. ,y�� �����
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3 See FM1728'or wrrect mWel o(simplex comrol panei. ' �� �
a See PMO?12 fo� corred mu0el of tlupiex control panel or FM1663 tor a � -� . , ,�
reS�Uent�al al�emai0�5yslem.
OPTIONAL PUMP STAN�: � �- � -Z�21
• Reduces pntenGal clogging br Ce'a���.
For c,formalron on adNtional Zaetlei wWucis refer�o catalog on PggyDacle V�riabte Le�,el ' Replaces rmcks or bncks unee:Pn.p�.:n;.
S•itcnes, FM;477. Ele:!dcal N�emata, FMOd86:Mecl�anicai ANernala,FM0495:Sumc: • Made of durab!e,rwnconovve Fo5
Sewage 8ns�ns, FV048''.Sin�ie Phase 5'�mplea PumD ConVol,FM7596;Nartn Syslems. • RBi5e5 pump 2'oN botlom ol 6asir.
P610732 • Provides J�e abiliN to raise intake Cv aAainr��..d�ms e"r 15?'
a caunor+ nr 2'PVC piping
• Attaches securely(o�cmp.
AI! inslallalion o!conlrols, pmle<ticn devices anA wiring should be done by a . qucmrtrodates sump,dewa�enn!7 anc ef�uent appiwations.
qualilietl!icensed electncian. AI�'electrcal and sa/ery codes should be followeA NOTE:Make sure float is(ree trom ohstruction
in:l�.idiny Ihe most recenl Nalional Elec,rical Code INECI and the Occupationa! �
5;�'a'yandHealthAd105NA). -- ------ - --
RESERVE POWERED DESIGN
For unusual r,o�iditions a reserve sa(ely faclor is engmeered into Ihe desiyn of every 7r;.-P.cr ; :.--�,:�
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Real Estate Sawyer County Property Property Status: Current
Listing
Today's Date: 2/15/2023 Created On: 12/3R007 9:59:24 AM
Description Updated: 6/16/2021 Ownership Updated: 6/16/2021
Tax ID: 39720 RICHARD W & BIRCHWOOD WI
P�N: 57-008-2-37-09-11-3 04- PATRICIA M BLUEM
000-000030
Legacy PIN: 008937113403 Billing Address: Mailing Address:
Map ID: .12.3 RICHARD W & RICHARD W &
(008) TOWN OF PATRICIA M PATRIGIA M
Municipality: BLUEM BLUEM
EDGEWATER
STR: S11 T37N R09W 1768N WOODDALE 1768N WOODDALE
RD RD
Description: PRT SESW BIRCHWOOD WI BIRCHWOOD WI
Recorded 20.000 54817 54817
Acres:
Lottery � Site Address * indicates Private Road
Claims:
First Dollar: Yes 1795N WOODDALE RD BIRCHWOOD
54817
Zoning: (A-1) Agricultural One
ESN: Property
Assessment Updated: 6/28/2021
Tax Districts Updated: 12/3/2007 2023 Assessment Detail
1 State of Wisconsin Code Acres Land Imp.
57 Sawyer County G1-
008 Town of Edgewater RESIDENTIAL 1.000 5,000 18,600
650441 Birchwood School District G4- 19.000 2,700 0
001700 Technical College AGRICULTURAL
Recorded 2-Year Z022 2023 Change
Documents Updated: 3/4/2008 Comparison
TRUSTEES DEED Land: 7,700 7,700 0.0%
Date Improved: 18,600 18,600 0.0%
Recorded: 6R9/2020 424682 Total: 26,300 26,300 0.0%
QUIT CLAIM DEED
Date 424621
Recorded: 6/29/2020 Property History
QUIT CLAIM DEED Parent Properties Tax ID
Date 424680 5 7-008-2-37=09 11-3 8346
Recorded: 6/29/2020 04-000-000010
QUIT CLAIM DEED
Date 397204
Recorded: 8/17/2015
WARRANTY DEED
Date 373408
Recorded: 7/12/2011
t " �''�' ��� PRIVATE ONSITE WASTE TREATMENT cou�ty
%��
����;�$p� , � SYSTEMS SaWyer
��\ �� � .��' ( POWTS)
�'`�Fz,s�<,���=`�
INSPECTION REPORT Sanitary Permit No:
Safety and Buildings Division (ATTACH TO PERMIT)
GENERAL INFORMATION �3�Q�
Personal infonnation you provide may be used for secondary purposes[Privacy Law,s. 15.04(1)(m)]
Permit Hoider's Name: ❑City ❑ Village l�Town of: State Plan Transaction ID#:
I������P�c w �lu�. ��� �3�-o�.;Z3oot63- �
Insp BM Elev: BM Description: Parcel Tax No:
(va.0� 9�TNv�.,o'C�s��.��n Nv�1 co-,.-+� o�cs�-o� oag-q3?� l� -3`�° 3
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV
Septic ��,�/— '7� Benchmark pp,o '
Dosing —co.�,�oo �� B� `ll•� �
Aeration Bltlg. Sewer 45;� '
Holding St/Ht lnlet �7 c� '
TANK SETBACK INFORMATION St I Ht Outlet �6��
TANK TO P/L WELL BLDG VENTTO ROAD Dt Inlet
AIR INTAKE
Septic � ,}1�� �35� ��,f� NA Dt Bottom ��(,� �
Dosing �' �� �� �� NA Installation �
Contour �lb_S'
Aeration NA Header/Man.
Holding Dist. Pipe ��.3 '
PUMP 1 SIPHON INFORMATION Infiltrative
- Surface
Manufacturer �� Demand Final Grade
Model Number q'g GPM
TDH� Lift Friction Loss Sys Head TDH Ft
Forcemain L ��` Dia o2" Dist.To Well
DISPERSAL CELL INFORMATION
DIMENSIONS �N � � L -7,'Z #of Cells Type of System Distribution Media Manufacturer:
SETBACK OHWM of Nav ° Conv � Aggregate
P/L Bidg Well ❑ IGP ❑ Chamber
INFORMATION Waters � AG ❑ EZFIow Model Number:
CELL TO h-(�r �(c�d` •t(� tv ❑ Mound o Other
--- -- -___ __--____- ----
DISTRIBUTION SYSTEM X Pressure Systems Only
Header/Manifold Distribution Pipe(s) �, X Hole Size ; X Hole �Yg Observation Pipes
Length — Dia ^ Length 70 ' Dia � Spac � p.lS7o ' Spacing Yes ❑ No �
SOIL COVER
---- -
Depth Over �, Depth Over �, Depth of / �, Seeded/Sodded Mulched
Cell Center �� Cell Edges �� Topsoil 0 ___ �Yes ❑ No �Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)
��I� �'�tr�2 3
� ,
' i
Plan revision required?❑Yes❑ No i p 2 �g'� y j i - � / J 6q ���
� !N _
Use other side for atlditional information Date POWTS Inspector's Signature Certification Number
SBD-6710(R.3/01)
AOOITIONAL COMMENTS ANO SKETCH
SANITARY PERMIT NUMBER:___��=�� __
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