HomeMy WebLinkAbout010-840-36-5406-SAN-2024-044 . �
-_:���=F"'��; Indusiry 5ervices Di�ision Caunty �
' 'c-'��` = 48^_2 Madison Yards Way ,S �
'''- D 5 ; I��adison,��'I 537os Saaitary Pcrm��umbcr(to bc filicd in by C�
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. � �_ _ p.0_Box?162
` ��=`'` Madison,�'VI 53707 7162 ��' � f -f �:�l
>;�s`_ _ �
` State Tra�actaon\umbcr �
Sanitary Permit Application �S �p��o�g2Y, �,
In accordanc�:uiUi SPS 333_Z 1(2),�Vis_Adm Code,su6mission ofthis form to che appropriatc govemmental uniY �
is required prior to obuinine a sanitary permit I�tote:App&cation forms for stite-0nved PO�i'TS aze submitted to Projec2�\ddress(it�di'•_ier2nt th:in v�:i!ir.�adc
the De}�artm�ut of S:ifi:i,y�aud Pmf�sionai Scrviccs.Persoual inforn�ation you pro��dc ma}�Uc uscd for sccoudary
purposrs in accortiancc u•ith thc Pm•acyLaw,s 1�.04(1}(m),Stats.
I.Application[nformation-Ftcase:PiinY AllInformation: ' 7,3 �{/ uC e ,O
Praper��O�.nc��tiame Patcel n
V �� O�OF'1/O O
Propcny d��•n�r'>lfailing Address Property Locaioa
� /{ n Govt.Lot.�,
Cih,State "Lip Code Yhaie\umbcr
r �%. -' . s��;�n 3 6
a 3y8
ll. ype of[;t�iidinfi(clicck all tti�taPA�3') : Lot; T �/6 N R L•o \v
�I or?Famii; D��•cilin�-?�'umberofBcdrooms
� Subdivision Tvamc
Block' -
��blidCotnmercial-Dcicribc L•sc_
�City of_
❑St2te Oan�ed-Dcsc�bc lis�__ CS�i\umbcr 4'illage of
�I'o«-.i of �)/WQ�' `—
III.T}�pc of PO�VTS Percnit:{Check cither`m�ew"or``Replacement"aad ntlier applicabte on line A-:_Check one l�o�on:liiie B_Gomplete tine t'if
a Iicable.) �
��� ��en S��;tcm �n[tzptacement System ❑Othzr\�odification t.f E�isting System(explaia) �r P.
r 'lddicional P;etreatmencUcrticx 'air.i
iLJ
�� Hoiding 7'ank
�� f nIn-Ground ��t-Gr�dt �vfound Individual 5ite Desi�m Other T}ye(er�lainl
��"(convcntional}
�=• ❑f:cne�va!IIcfor �Rc.-isio« ge of Plumbcr I�7'ransfer to Nc�v Owner List Prerious P�miit�Ia�be;and Datc I•su�ci
F��„:,�,�», i � 18-�37, � 2� �I g
IV.Dispersalri'rcahnent�rea and Tank Informaucsri:=_ - _ �
. .. ,_ ..,.__ . _ ._ _ _
Qesign r1oLi�(rnd} i Dcsi�n Soi;:1pplicatien ILte(gpc1:`s� D'sspers�l Area Re�ntired(sf) �Dispe�al tlrea Pmposed(sE} Sysiem Ele�'ation
0 / ov /,S'oo 9.�. o'
� Capacity in , Total � =oC h anufacturcr � j
�
Tank 3nfo�natiun Galions � Gailons � t'nits ,� � � ? ' � �
� \c�t•Taet l's Ez i s t i n g T a n k s � � � a^- u C y ! � = �
, �. i.3 cn r ;n. � '.:.v
Scpi1L'O:HOItIIn�'I�/��S • /� � 1 !
1 6 3 �-�
posingCbnm6�r /r� '� ��l� �
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. . . . _:_...--., '"-:' ....� ::.. -.:. -
V.Responsihitih-Siatemettt-7,the undcrsigned,assnmc_responsibFlity forinsCclla�onoftSc�P�OWTS:shown on.thc attachcd plans_
Pfumber�s lame rPnni� ( Piumber's Si_n_narore A�t iI,IPRS Numb�t �I3usiness Phone\zumber
t
v ,�� I ao q� , ��s=9.3- 3s
Plumber's t\ddn�s(Scrcct Cit��,Strte,"Lip Code)
/y 7 y,�/S T yU ��re/ c� !J y�
.. -. ... .__. - . . .,.
_ , . ;. : - . - >. _
1'I.C u �(Department Usc Only _ -
� p :oved � Q DisaTprovcd Pe�sni:Fce Da±c Issi±ed . Issuing Agent Signaturc
� i s �(�a.� , �I.h;I�� -rv�.� ��'�-}.�.�
' i7 Owucr Gi��en Re�ron for Den{al
Conditions of:lpproval!ReasoQs for Disapproval
' � �� �R � ' 3 30 �ii ,� �J ���f �:%r'i
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C .5 T � ' b � t i 3 3_i, _...,�.:,.,.�._.... � MAR 1 8 2024 ;:_�
l � -i-�s = �;_�;�; �:_;� .. . ;-�;
_ ,-,' �` ,:.
Actach m zomptete pFans for the s�stem aud snbmit ro the C:ounty onty on paper�t iess than 81l1 z 11 incbes in size
sBp-63ss(R_o�rzt) NO RCFUNDS AFTER � � s��
ISSUE OF PERMIT
• .�\;�_4'_\N_I\)/�`\
Wisconsin Ik:partment of Safety and Professiooal Services �� " Phone:608-26G-2112
• Divisioo of lndustry Services ;` Web:htt�: 'd,ps.��i.��v
4R22 Madison Yards Way `i���� �� = EmaiL d,�,�,��..i�ron,in_«,v
PO Box 7302 'I; � �
il
n�tadi�n,wi s3�o� �;,, � '< Tony Evers,Governor
':�k„ ���� Dan Hereth,Secretary
!.SSIO'����
March 8.2024
CUST IU NO_:220498 Identification Numbers
BRUCE ViTCF,NDA Plan Review No.: D1S-022407824
14741� N STATE ROAD 40 Application No.: DIS-022407824
EXELAND,WI 54835 Site ID No.: SlT-127179
Please refer to all identification numbers in each
correspondence with the Department.
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: Conditionally
APPROVED
MUNICIPAI.ITY: DEPT.OF SAFETY AND PROFE3SIONAL
TOWN OF HAYWARD SeRVICES
SAWYER COUNTY DIVISION OF INDUSTRY SERVICES
SITE: �,.... ��
JB GVR LLC — � ��
7342N BUCKLET DR SEE CORRESPONDENCE
HAYWARD,WI 54843
PRT GOVT LO'1'4-S.36-"1'.�ON-R.8W
FOR:
Design Wastewater Flow Value: 750 In-Ground Soil Absorption Component Manual-Version
Bedrooms:5 2.1 (May 2022-2027)
Limiting Factor(s): 88 inches
Maintenance Required: Effluent Filter
SITE REQUIREMENTS
• A full size copy of the approved plans,specifications,and this letter shall be on-site during construction and open to inspection
by authorized represcntatives of the Department,which may include local inspectors. A Department electronic stamp and
signature sllall be ou the plans which are used at the job site i'or construction.
The following conditions shall be met during construction or instatlation and prior to occupancy�or use:
• This system is to be constructed and located in accordance with the enclosed approved plans and with the"In-ground Soil
Absorption Component Manual for Private Onsite Wastewater Treatment Systems-Version 2.1"(May 2 022-2027)
• Evaluated for Private Interceptor Main —Additional Cleanouts shall be installed as shown on design plot plan at
intersections per SPS 382.35
• 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 requircd.Amangemenls for inspection shall be made with the
designated county official in accordance with the provisions of Sec. ]4520(2)(d),W'is. Stats.
• 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.
• All piping shall conform to SPS Table 38430-3 and SPS Table 38430-�
• Insulate building sewer beyond 30 feet per SPS 382.30(11)(c)
. Wcll setbacks to meet chs.NR 8ll &812
• 'l�ank Installation to follow all manufacturer's requirements.
• Verify property line(s)pnor to installation.
. Preserve dispersal area prior and during construction to avoid disturbance,compaction and use of the site.
• Abandon Existing System per SPS 383.33
OWNER RESPONSIBILITIES
• The current owner,and each subsequent owner,shall receive a copy of this letter including instructions relating to proper use
and maintenance of the system. Ow�ers shall receive a copy of the appropriate operation and maintenance manual and/or
owrner's manual for the POWTS described in this approval and Wis.Admin_Code� SPS 383.54(1).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a heaith hazard,the property
owner must folloH�the contingency plan as described in the approved plans.
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin
Statutes. The subinittal has been CONUITIONALLY 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 ov�-ner,as defineci in chapter 101.01(10),
Misconsin 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.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construction/instal lation/operation.
In granting this approval,the Division of lndustry Services reserves the right to require changes or additions,should conditions arise
making them necessary for code compliance. As per state stats ]0 L 12(2),nothing in this review shall relieve the designer of the
responsibility for designing a safe buitding,structure,or component. Thc Dit�ision does not take responsibility for the design or
construction of the reviewed items.
Inquiries conceming this correspondence may be made to me at the coutact information listed below,or at the address on this
letterhead.
Sincerely, Fee Required: $250.00
Fee Recci�-ed:$250_00
Balance Due: �0.00
� - :. � Refund Ex ected:�0.00
� �
Timothy 7.oromski
Division of Industry Serviccs
Phone:
Email:timothy.zoromski@wisconsin.gov
� �prP���rky,r oepartmentof5afetyandPmfusional5ervims
� ,� A DN{von of Ind�atfy Services
d'{'-�-�� � Plumhing Product Review
�D�S'���'�' 4822 Madison Yards Way
P.O.Boz 7162
��G��'��P��'� Madison,Wiswnsin53707-7362
��s�a.�.�� Phone fi06-26&2112
Web htto:/ldios.wl.eov
Emal dsps@wivansin.gov
GovemorTonyEvers DanHereth,SecretaryDeslgnee 77Y:fanbctThroughRe6y
May 31,2022
Dept.of Safety and Professional Services
Bureau of Technical Services
Division ot Industry Services
Hrad Johnson-Sedion Chief
4822 Madison Yards Way
Madison WI 53705
Re: Descrfption: POWTS Component Manual
Manufac[urer: Dept.of5afetyandProfessional5ervices
Product Name: In-Ground Soil Absorption Component Manual for Private Onsite WastewaterTreatment Systems
Version 2.1(May 2022-2027)
Modei Number(s): v.2.1
eSIA PTO No.: PP-051700077-PTOVPCR
The specifiwtions and/or plans for this plumbing product have been reviewed and determined to comply with chapters SPS
382 through 384,Wisconsin Administrative Code,and Chapters 145 and 160,Wisconsin Statutes.
The Department hereby issues an approval based on the Wisconsin Siatutes and the Wisconsin Administrative Code.This
approval is valid until the end of May 2027.
This approval is tontingent upon compliance with the following stipulation(s):
1. A mpy of this approval letter shall be submitted with all plans using the In-Ground Soil Absorp[ion Component
Manual for Private Onsite Wastewater Trea[ment Sys[ems Version 2.1(May 202Z-2027).
Ptans submitted witho�t a copy of this approval letter may be denied.
2. This approval recognizes that POWTS sys[ems designed,installed and maintained in accordance with this manual will
provide Veatment and dispersal of domestic wastewater that is acceptable in Yhe conte�ct ot ch.383 Wis.Adm.Code.
3. Sys[ems installed in accnrdante with this POWTS Component Manual shall use leaching chamhers that confortn[o ch.
384 Wis.Adm.Code.
" 4. Systems installed in accordance with this POWTS Component Manual shall be insYalled,mainta(ned and used in strict
accordance with the manufadurer's pu6lished instructions,Chapters 381-386 Ws.Adm.Code and this product
approval.If there is a conflic[beriveen the manufac[urer's Ins[ructions and the Wis.Adm.Code or this Plumbing
Product Approvai,then the Wis.Adm.Code and this Plumbing Product Approval shall take precedence.
5. Complete operation and maintenance instructions POWTS systems designed in accordance with this manual shall be
pravided to each system owner and remain onsite.
6. Systems drsigned in accordance with this manual shall be installed by persons holding the proper license or
registration in accordance wah wis.Stats_§145.
7. D2in,wasTe and vent piping used to install these systems shall conform to s_SPS 384.30(1),(2)a�d(3)Wis.Adm.
Code.
� Dept. of Safety and Professional Services
May 31, 2022
Page 2 of 2
eSLA PTO No.: PP-051700�77-PTOVPCR
8. Cleanouts shall be instalted in drain piping associated with the instailation ofthese systems in accordance with s. SP5
382.35 Wis. Adm. Code.
9. Commercial food processing, food production, food service, restaurants, taverns and similar establishments which
may generate greases, fats, oils or similar substances; shall have state-approved grease interceptors installed
upstream of POWTS systems designed in accordance with this manual in accordance with s. SPS 382.34 Wis.Adm.
Code.
10. DSPS POWTS plan approvaf shalE be obtained from the departmenYs Private Sewage Section, orthe appropriate agent
county, for.
a_ each instailation of POWTS systems designed in accordance with this manua(; and
b. high-strength and/or commercial POWTS systems designed in accordance with this manuai.
11. A sanitary perrnit shall be obtained, in accordance with s. SPS 383.21 Wis. Adm. Code, from the county, or other tocal
authoriry having jurisdictio�, for each propased instailation of systems designed in accordance with this manual.
1Z. A complete and acteptable soi! evaivation report, conforming to s. SPS 385.40 Wis. Adm. Code, shal! be perfarmed for
aIf proposed systems designed in accordance with this manual_
Technical notations:
a. 1'his approvat supersedes the approvai issued May 9, 2017 unde� product file no. 201707.47.
The department is in no way endorsing this component manual or any advertising and is not responsible for any situation
which may result from its �se.
5incerely,
6rad Johnsan — Section Chief
Department of Safety and Professional Servites
Bureau of Techrtical Services
Division of industry Services
Phane: 920 492-Sb05
Emait: Bradfey.JohnsonCc>>Wisconsin.�ov
JB GVR LLC Property C}wners Name
7342N Buckley DR Property Address
90840365406 Tax Parce! Num6er
Sawyer County
Pr�Govt Lo#4 Legai Descripfiian
3fi Section
40N Town
8W Range
Page index
'I Property infarmation
2 Data Entry
3 Plot Plan
4 Drainfield Cross-Section
5 Tank Information
6 Maintenance Plan
7 Gontingency Pian
g Pttmp Curve
q Tank Drawing
�U •Z G�F-�e/' M�,�
_ dr • _ _.i dP G b%,v
Bruce Vitcenda Plumber's Name
�,,,� Plumber's Signa#ure
NI.P_ 220498 Plumber's �icense Number
715-943-2382 Plumber's Phone Number
1/28124 Date
Conditionalfy
APPROVED
DEPT. OF SAFETY AND PROFESSIONAL
SERVICES
DIVISION OF INDUSTRY SERVICES
�
���
SEE CORRESPONDENCE
.7N f!/'ou.0 1' � � /y! n d. . 3-
Page / of�
tn-Ground Soil Absorption SBD-'10705-P Camponent Manuai Used
v.— a-� u -,�a a
5 Number of Bedrooms
5 Percent Siape (%)
10D Depth to Soil Lirniting Factor(in.)
4.5 In Situ soil application rate
500 Estimated Wasfewater Flow(gpd}
750 Design Wastewater Flow(gpd)
3 Number of System Elevations
95 Proposed System Eievation#1
na Praposed System Elevation#2
na Proposed Syst�m Elevation#3
98 Original Grade#1
98 Finished Grade#1
na Original Grade#2
na Finished Grade#2
na Original Grade#3
na Finished Grade#3
Skaw 1568/9568 �Combo tank or pump tanic
+ L i Fe T;ir, �Effluent Fiiter
BioDiffuser ARC 36 Ghamber Type
93 Height of Chamber(in_)
25 sq.ft. per chamber(ESIA)
4.5 sq.ft. per pair of end caps (E{SA)
5 laying length af chamber(ft.)
1_17 length of endcap(ft.}
33.75 Chamber width{in.)
3 Rows of Chambers
3 Distance Beiween Cel(s (ft.)
20 Number of chambers in first row
20 Number of chambers in second raw
20 Numbe�of chambers in fihird raw
60 Proposed Number of Chambers Used
1500.Q Minimum Distribution Cell Area Required (sq.ft.)
/,Soo•o' Distribufian Cel(Area Propased {sq_ft)
Page 2 of 7
OWUtf PIUnILG/'
�0 6VR tt[ a��lev;
16/83 ParxRd iLe"��4
N4Yward�ws /97y,vfTy',,y 40
SYgY3 �kelau�WrSY83S
7i�yy_3.�38;�.P•A.ta44f
��YJ
, �� f/au r
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Prf bvui.[ar y
f.lb �
7.yp,� `�
R•8W - ;ber .ibdi
TOm✓HaywaPd rbd� o00
F+rcdaoleeveR3yo6 , can;o �aa;o ,
[�t o.o�/On.a'�vail �a6:d � c = a`"'-
i.iPoweJ�po�� / � '�° 3 4M 3 +
y�.
aP 49.y� 4"ru�ve��o
O�i-9zg' J��• �Se�fc 1 d o��;Ii�r
5�°r.
B3-4�.y' o
z,.
Skaw if6p�S6kvxho
��`fe/;a t fJft�/
R%s�yw/Ua�i�to�
AR�36 chq,�bt�J
•8m P
aba.udcw�ncuseRc�d
rrsre�,soer36j:3� _ ^
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a r ISC6((,1":y0' I
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734d
u
Noo'f'
Jor'7
Cross Sxtion of a Thre.e Cell Inground Component
Using Leaching Chambeis
Finished Grade na
Original Grade na
�Q��� TopofChamber #VALUE!
/ �System Elevation f1a
Fnished Grade 98 f
Slope 5°h • ePa �� �� . Finished Grade Iie
� �3 Feet
98.00OriginalGrade Y,l j >;�� ��;�
96.08 iop of chamber • ,`l '��'� %��'!._"�Originat Grade na
.... .. ....... . .%, „+, �' -
S"_:
• ' 1;'� � - ��/ Top of Chamber#VALUE!
95.00 SystemElevation '' '•.�.� L. ' r SystemElevatlon f18
;•'�< .Y���.' - :i-•� �: -" — �%�
. `i.'.` - . . _ ,f.��_ .�:. .: :::..:
r.: .
_ ': �'C ;i.- �t.•�:'� 1
"'�' '
OMava6odVmtpipa b ba ome�elmde�pai miTh a�p,wedmtlmiel�5c Wepe'ticuhrusr.
Dia rams Not To Scale
; 102.34 feet �
�1
_ _ _. ..
���-"/��'--'��—'��O . _ . .�� ��E 1�
--- 102.34 feet - -
- � � �� � i � 3 feet
- - -- - - >
�h���_r�E=���r. � -, � . ��� �� : � between cells
- ,
�-�y=�-���-������ ������
O _ O O � O �
102.34 feet
ObservaGon/Vent Pipes to be located at the ends of ihe disirihu6on cells.
Page 4 of 7
Approved Mw+no�e Covers witn �+a^��rg �cce�+
o�d Lockinq De�ce / 4" Mir._ Abwe F�nal Grada
Weather Proo/ Junctio� Box
E�ectric per NEC 300 dc COMM.
4� Sch. <O Vent / t6.28 WAC
> w o to12" y
Abo�c �nol Grade y .
Disron
Attemote Outlet locaUon
W�Approved 4" Sleeve
���ei 2 inch forcemain
� Orenco 8'BiIXube A
Batfle aep Hole or Anti Sphon Dcrice
B
C
Skaw1568l7568 D
15 Vertical Difference Between Pump Off and Inlet to Chamber
180 Length of Forcemain(ft.) lnches Gallons
2 Forcemain Diameter(in.) A 26.8 �SSB a�i.o
0.92 Friction Factor per 100ft B 2 ---563 sa.ea
1.66 Friction Loss C 4.5 14� �as.zi
16.66 Total Dynamic Head D 15.0 4985 4e�.3s
TOTAL 48.3 1�84:4
6 Number of Doses per Day �`��-,�
120 Gallons per pose(Not to exceed 20%of Daily Design Flow)
29.34 Volume of Forcemain BackFlow
ar;r 'h4'Jc34 Total Dose Volume
4568 ump Tank Capacity(Gallons)
s2.s 33257 Pump Tank Volume(Gallons/Inch)
48.25 Liquid Level(in)
celler 98 Pump Type
SJE Rhombus-Tank Alert 1 Alarm
JB GVR LLC
342N Buckle DR
1.08E+�0
Number of Bedrooms 5 Combo or Pu�j Skaw 1568/1568
EStIIT18�Qd FIOW(ave2ge)gallons/day S00 Effluent Filter <[�j f P.1�mP
DBSi9f1 FIOW(peak),(Estimated x 1.5)gaVday I 750 y
Soil Ap lication Rate gaI/da /ft 0.5
Influent!EfFluenf Quali Monthly Average
Fats, Oil&Grease(FOG 30 mg/L
Biochemical Oxygen Demand (BODs) 220 mg1L
Total Suspended Solids (TSS) 150 mglL
11MOTEI! Servicing frequency of 12 monihs or less requires the
Management Plan be recorded with the Register of Deeds.
Maintenance Schedule
Service Event Service Frequency
Inspect condition of tank(s} At least once every 3 Year(s)
Pump out contents of tank(s) When combined sludge and scum= 1/3 of tank volume
Inspect dispersal cell(s) At least once every 3 Year(s)
Ctean efflue�t filter At least once every 3 Year(s)
Inspect/test pump and alarm At least once every
M1Aaintenance Instructions
Inspec6ons of tanks and dispersal cells shall be made by an individual carrying one of the following ticenses
or certfications:Masfer Piumber, Master Plumber Restrided Sewer, POWTS Mai�tainer, Septage Servicing
Operator. Tank inspection must include a visua(inspection of the tank(s)to identity any missing or broken
hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for
any backup or ponding of effluent on the ground surface. The dispersal cell(s)shalf be visually inspected to
check the effluent levels in the observa6on pipes and to check for any ponding of effluent on the ground
surface. The ponding of effluent on the ground surface may indicate a failing condftion and requires ihe
immediate noffication of the local regulatory authority.
When the combined accumulation of sludge and scum in any tank equals '1/3 or more of the tank volume,
the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in
accordance with ch. NR 113, Wisconsin Administrative Code.
A service report shall be provided to the Sawyer County Zoning Dept within 30 days
of any service event
Start-Up and Operation
For new construction, prior to use of the P01NTS check treatrnent tank(s)for the presence of pain6ng
products or other chemicals that may impede the treatment process and!or damage the dispersal cell(s).
If high concentrations are detected have the contents of the tank removed by a licensed Septage Service
Operator.
Sysfem start-up shall not occur when soil conditions are frozen at the infii[rative surface.
Page 6 of 7
r -
� Do not drive or park vehicles over tanks and dispersal cells.
i
, Redudion or elimination of the folbwing from the wastewater stream may improve the performance and prolong
the liFe of lhe POWTS:antibiotics, baby wipes,cigarette hutts,condoms,coHon swabs, degreasers, dental
' floss,diapers,disinfectants,fat,foundation drain (sump pump)water, gasoline, grease, oil, painting products,
! pesticides, san'itary napkins,tampons, and water softener brine.
�I Abandonment
� When the POWTS fails and/or is pertnanently taken out of service the following steps shall be taken to insure
ithat the system is properly and safely abandoned in compfiance with Wisconsin AdminisVative Code SPS
363.33;
� -All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
-The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
I -After pumping, all tanks and pits shall be excavated and removed or their covers removed and the voidspace
filled with soil,gravel or another inert solid material.
II
� ContinqencV Plan
j If the P01NT5 fails and cannot be repaired the foilowing measurers have heen,or must be taken to provide a
� code compliant replaceme�t system: (Check One)
f
� Qfhe sde has not been evaluated to identify a suitable replacement area. Upon failure of the POWT"S a soil
and site evaluation shall be performed to locate a suitable replacement area. If no replacement area is available
a holding tank may be instalted to replace the failed POWTS.
DA suitable repiacement area has been evaluated and may be utilized for the loca6on of a replacement soil
! absorpUon system. The replacement area should be protected from disturbance and compaction and should no
be infringed upon by required setbacks from existing and proposed struc[ures, lot lines and wells. Failure to
protect the replacements area witi resuR in the need for a new soil and sde evalua6on to establish a suitable
� replacement area. Replacement systems must compry with the rules in effect at that time.
� p A su"Aable replacement area is not available due to setback and/or soil limitations. A holding tank may be
mstalled to replace the failed POUVTS.
i
I Il WARNIPJG!I
f Septic, pump and other treatment tanks may contain lethal gasses and/or insufficieM oxygen. Do not enter a
' sep6c, pump or other treatment tank under any circumstances. Death may resuit. Rescue of a person from the
interior of a tank may be diFficult or impossibie.
i POWTS Instaiter Septic Pumper
i Name Bruce Vitcenda Name Northwest Sanitary
Phone# 7�5-943-2382 Phone# 715-943-2650
POWTS Maintainer Local Regulatory Authority
�Name Northwest Sanitary Agency Sawyer County Zoning
I Phone# 7'15-943-2650 Phone# 7'15-634-8288
7of7
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� w PUMP PERFORMANCE CURVE MODEL 98
MODEL98 Feet Meters Gal. � Li�ers � �is - .�N --
25 5 1.5 72 � 273 ( �� i5° " i .
10 3.0 81 i 231 � �.., '„ �
75 4.6 45 170 �. �� � .-�--� 'r�
� 6 � 20_ 7.1 25 95 �;� .�� + � .}.
� Shul-0H Head: 231L .Om ? r �<����
$ 75 �" I
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10 i0 30 d0 50 SO 70 80 �
GAlLONS � '�'
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LITERS Q ....gp 160 2�0 —— _ � .. ��
ROW PER MINUTE
sK��oz
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• ElecUical allernators, tor duplex systems,are available and - Variable ievel Ooat switches are available for conUolling single
supplied with an alarm and three phase systems
• Mechanical alternators, for duplex syslems,are available • Double piggyback variable level ibat switches are available for
with or without alarm switches variable levei long cycle controls
• Refer ro FM1922 and FM0806 for temperatures above 130°F
98 Series Control Selection
Model Volis-Ph Modo Amps Simplex Duplez
M98 175 7 Aulo 9.4 1 4
N98 115 1 Non 9.4 2 or 3 4
ose 2ao i n��o a.� , < "Easy assembly"
E98 230 7 Non d7 2or3 4 (�'^�da'�101oeP�
nolNrLqaC.�
SELECTION GI11DE
1. Inlegral Noa�operaled mechanical switch,no exlemal conirW required.
2.For automatic use single piggyback variaWe level float switch or double
piggyback variable level Iloat switch.Refer to FM0477.
3.See FM1228 for correcf model of simplez control panel.
4.See FM0712 for corcect model of dupteu control panel or FM7663 for a OPTIONAL PUMP STAND PIN 10-2421
residential alternator system.
� • Reduces polenlial clagging by de6ris.
For infamauon on add�qona�Zceiier produas reW to ra�arog on Piggyback vartabie Levei • Reptaces rocks or bridcs under the pump.
Swildces.FM0471:Detlntal Allernalor,FM04�;Mechaniral Altemaror,FM0495;Sumpl • MBdB of dur261e,nonCorrosiv¢ABS.
_ Sewage Bazins.FMOa87;Single Phase Simplex Pump Comrd,FM5596:AWrm Syslems. • Raises pump 2"ofl bottom ot basin.
FM0732. • Provides ihe ahility to raise inlake 6y atlding sectior�s o(1%:'
A LAUTION or 2'PVC piping-
• Altacf�es seauely to pump.
All installation of controls,pratection devices and viiring should be done hy a • AcCommodates sump,dew2tering and e(fluent 2ppfic26on5.
qualiffetl Iicensed electrician. All electrical and safely codes should be followed NOTE:Make sure float is free Gom obstructian.
including the most recent Nallonal Electriwl Code�NEC�and the O�cupational
Safety antl Health Acl(OSHA�.
RESERVE POWEI2ED DESIGN
For unusual conditions a reserve safely factor is engineered into the design of every Zoeller pump.
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- 6 Copydght 2070 Zoetler Co.All rights reserved.
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NOTE:SEE INNER WALL PHOTO ON THE"EXCLUSNELYAT SiCAW S"PAGE. � �
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� 3,00 � � OUTLET END VIEW OF TANK
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SECTION V/EW OF TANK AND COVER 3.�
ModelNumber: �568I95 8 w �° eT
Approvedfor. SEPTIC/SEPT/C,SEPTlC/PUMP,SEPT/C/SIPHONORHOLOING ���• � �����+��+ e Phone: (715) 967-2277
e� 26255 105th Street, New auburn Toll Free: 1-800-924-8625
-a g !nletDlm, OutletDim. Liq. Depth Gal. /In. Nom. Cap. Wisconsin 54757 FaX: (716) 967-2707
s 21,800Ibs. �4" b2" 48,25' 32.q9 1588ga/. www.skewprecast.com
7/26/24;�2;38 PM Real Property Listing Page
Re81 tStat2 Sawyer County Property Listing Property5tatus: Curtent
Tqday's Date: 1/26/2024 Created On:2/6/2007 7:55:19 AM
'�Description Updated: 1/7/2006 � Ownership Updated:6/16(2021
Tax ID: 10887 J8 GVR LLC HAYN/ARD WI
PIN: 57-010-2-40-OB-36-5 OS-004-OOD060
Legacy PIIV: 010840365406 Billina Address: Mailing Address:
Map ID: :4.6 76 6VR LLC 76 GVR LLC
Municipality: (0I0)TOWN OF HAYWARD 16183W PARK RD 16183W PARK RD
STR: S36 T40N ROBW HAYWARD WI 54843 HqYWARD W[54843
Desaiptlon: PRT GOVT LOT 4
Recorded Acres: Z.900 � Srte Atldress *indiwtes priva[e Road
Cal�vlated Aves: 3385 7342N BUCICLEY DR HAYWARD 54843
Lottery Claims: 0
Frst Dollar. Yes � Property Assessment Updated: 11/9/2015
Waterbody: Chippewa Flov+age ---� -- —
Zonin 2023 Assessment Detail
g: (RRl)Residendal/Recreational One Code Acres Land Imp.
ESN: 409 G2{OMMERCIAL 2.900 347,700 294,200
�
Tax Districtr Updated: 2/fi/2007 Z-Year Campafison 2D22 2023 Change
1 State of Wisco�siq Land: 347,700 347,700 O.O�o
57 Sawyer County Improved: 299,200 294,200 0.0"/0
010 Town of Hayward Total: 641,900 641,900 0.0°/a
572478 Hayward Community School Dis[rict
001700 Techniol College �
'�L+J Property History
�°+'� Rewrded Documents Updated: 6/18/2021 N�q `—
TRUSTEES DEED �
Date Recorded: 6/17/2021 432704
SPECIAL WARRANTY DEED
Date Recorded: 2/6/2020 422953
DESIGNATION OFTOD BENEFICIARY
Date Recorded: 7/31/2018 413618
TERMINATION OFDECEDENTSINTERFST
Date Recorded: 2�3/2000 282535 �
PERSONAL REPRESENTATIVES DEED
Date Recorded: 6/29/1990 219103
https:l/tassawyercountygov.org/systemlfremes.asp7uname=Elc+WeNauer 1i1
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