HomeMy WebLinkAbout006-439-31-2101-SAN-2022-028 �;^R',':; Indushy Serviccs Division County .
- 4822 Madison Yards Way fqw P/ o
�,�_ - Madison,WI 53705 Sanitary Permit Numbcr(to be fillcd in by Co.) 7�
` �' P'; P.O.Box 71 G2 , �
�� — - Madison,WI_53707-7162 �3�D 3�S O
�� Sanitary Permit Application s�CeTrd°sa`''°""°"'be` �
In accordance�aith SPti 383.21(2),Wis Adm.Code,submission ofthis form to the appropriate govemmental unit � �3��3Sl" �
is required prior to obtaini�g a sanitary permit Note:Application forms for state-0wned POWTS are submitted to Project Address(if different thu�mtiiling address)
the Departrncnt uf Safety a��d Professional Scrvices.Personal information you provide may be used for secondary
purposes in accordancc with the Privacy Law,s. 15.04(1)(m),Stats. 5 G��
I.Application Information-Please Print All'Ioformatid�ft� � ��
s
Property Owner's Namc Parcel#
l4�✓ / c lI o06 9 / ia
Property Owner's Mailu�g Address Property Location
-1 ��� (✓ u �C Govt.Lot
City,State Zip Code Phone Number / �
w �_ ��� ,�'�,.�� .�/
�a, _��a� SCCL701]
�✓i,✓ft/ w .�"�/yf6 ---
II.Type of Building(check all that appty)� � � � � `' Lo��� T 3 N R E o
Subdivision Namc
�lor2FamilyD���clling-Nurnberofl3ulrooms_,�__ _ � �
Block#
�'ublic/Commercial-Describe Use _-
�City of
�State Owncd-Descnbe Use_ CSM Number illage of
/ � X�Ton7io£_ D/4p�r _ -_.--- _
w�
[[I.Type of POW7'S Permit:�(Check either�"New"or"Replacement"and other applicable on line A�_���Check one bo��on�-[ine B.�Cornplete line C if
a licable.)
�� ew S titcm e lacement S stem ther Modihcation to Lxistin�S stem ex lain �Additional Prctroatrnent Unit ex lain
� Y� � P Y � b Y � P ) ❑ ( P )
��1
�' ❑Holding Iaiik ❑In-Ground �At-Grade �Mound Individual Site Dcsign Other'I'ype(explain)
(conventiooal)
�. ist Previous Permit Number and Date Issucd
❑Renewal[3eforc �Revision �Change of Plumber �I'ransferto New Owner
F.xpir<�tion ��. �0� q�_���
IV.Dispersal/1'reatment Area and"1'ank Information. "�" '7 Q
_ n,..,> _,
Design Flow(gpd) C>esign Soil Application Rate(gpd/s� llispersal Area Rcyuirod(s� Dispersal Area Proposed(sfl System Elevation
�1.56 /. o ySo �/5'0 /o/. �p i
Capacity in Total �oC Manufacturer
'I ank Information Gallons Gallons Uiiits p � U � �
New Tanks Exis[ing Tanks � o � � Y � � �
a U v� �, v� i�, C7 a.
.eptic r Holding Tank �oQ �000 /� �
Dosing Cliamber (OO � a0 ' � � a
�
V.Responsibility Statement-I,thc undersigned,assume responsibility for installahon oftl►��OWTS shuwn nn the attached plans.
Plumber's Name(Print) Plumber's Signature MPRS Number 13usiness Phone Number
/,�Ruce l/rr .vo� .?�o yQ 7i�'�9y3�-�3 s z
Ylucnber's Address(Strcet,City,State,Zip Code)
/y7y,v Sr w y0 Cxc/ .v w.t 3✓`'
VL Countv/Department Use Only '
��� Pennit Fee Date Issucd �Issuing Agenf Si�ature �
Je� ❑Disapproced $
�y'�� /�j�� �" ' �
�L✓ ❑Owner Give�Reason for Dcnial `�/- e� -�—��- �,��(L�/�[�
Conditions of,ApprovaVReasons for Disapproval {- ,.,� /�'^ ,�.}-;�*�s� L,^
' ��f -''1� , ��f �`� ���
_ . . .. _ �� ��� � `�
C ST MAR 1 � 20�2 �--�
�
I � � c4`E�J1�`�6� C�i�iVTY
� � , .., 6�
�� �.( b yl�d, ZONING ApMlNiSTRATION
Attach to comple[e plans for the system and sobmit to the Coun[y nly on paper�rot lesa than 8 l/2 i 11 inches in-size �
s��-639s�R.o3iz i� NO REFUNDS AFTER
13SUE�F PERMIT
' �,�c��i���F�� DIVISION OF INDUSTRY SERVICEu
����i ��, 2850 MIDWEST DR STE 104
�!' �s•, ONALASKA WI 54650
= ` 0 S Contact Through Relay
� � P S http://dsps.wi.gov/programs/Default.aspx
i.� � www.wisconsin.gov
�\��_. ..
��
AOFF+:+u����-�' Tony Evers-Governor
Dawn Crim-Secretary
March 10,2022
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 2024-03-10
Plan Review: PWTS-032200381-C
BRUCE VITCENDA
1450n ST Road 40 Conditionally
Exeland WI 54835 APPROVED
DEPT.OF SAFETY AND PROFESSIONAL
SERVICES
SITE: DIVISION OF INDUSTRV SERVICES
Alan Sell ���
4787W Butler Rd.
TOWfI Of Wlflte� SEE CORRESPONDEIVCE
Sawyer County
NE, NW, 31, T39N, R4W
Totai Amount: $250.00
FOR:
Description: Three Bedroom Mound System\Sloping site
Mound Component Manual—Ver. 2.0, SBD-10691-P(N.01/01, R 10/12),450 GPD, 11"depth to
limiting factor, Maintenance required, Effluent filter, Replacement construction
The submittal described above has been reviewed for conformance with applicable Wisconsin
Administrative Codes and Wisconsin Statutes. The submittal has been COND{TIONALLY 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 owne�, as defined in 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 construction or installation and prior to occupancy or use:
Reminders
• 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.
• Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8
inches. Proper soil moisture content can be determined by rolling a soil sample befinreen the hands. If
it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed.
If the site is too wet to prepare,do not proceed until it dries.
• 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(Z)(d),Wis.
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.
1 . _ , �
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 responsibie for submitting a maintenance verfication report acceptable to the counry for
maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the
component(s) utilized in the POWTS.
A coqy of the approved olans, specifications and this letter shatl be on-site durinq construction and open
to insaection by authorized representatives of the Department,which mav include local inspectors.
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 conceming 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,
�j���'�'�'�//��r''�L�e'`'!`"-�
Gerard M Swim
POWTS Plan Reviewer, Division of Industry Services
(608)789-7892—voice\(608)785-9330—fax
jerry.swim��wi.c�o�
MOUN�AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential Application
lNDEX AND TITLE PAC�E
Project Name: Sell Mound
C?wner's Name: Atan&Debra Sell
Owner's Address: 4787W Butler RD
Winter,Wi. 54896
Legai Description: W.1i2-W1/2-NE-NW S.31-T.39N-R.4W
Township; --- Arq��
COljn�/. Sawyer Conditionally
APPROVED
DEPT.OF SAFETY AND PROFESSIONAL
SubC�N1S��1� Na�11B: SERVICES
DIVISION OF INDUSTRY SERVICE:S
Lot Number. �`��( _ '__
���..,r� �-�.�.r �-�
Parcel I.D. Number. 6439312'1�1 SEE CORRESPONDENCE
Plan Transac�on No.:
Page 1 Index and title
Page 2 Daka entry
Page 3 Mound drawings
Page 4 Lateraf and dose tank
Page 5 System maintenance specificaEions
Page 6 Management and contingency pian
Page 7 Pump curve and specifications
Page 8 Tank Drawing
Page 9 Plot plan
Designer. Bruce V'�tcenda License Number; M.P. 220496
Date: 02/25I22 Phone Number. 715-9�43-2382
Signature: �ur�
Designed Pursuant to the
Mound Component Manual€or POWTS Version 2.0 SDB-1069'f-P(N.01/01},and both
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS(09/81)and
Pressure Dlstribution Component Manual Ver.2.0 SBD-10706-P(iV.01/01)
Version 7.0(R. Q3/2012) Page 1 of 9
Mound and Pressure Disfiribution Component Design .
Design Worksheet
Site Information
(R or C) R Residentia!or Commercial Design Nofe: Sand fili(D)calculsdons assume a
340.00 Estimated Wastewater Flow(gpd) Tabla 383-04-3 in-situ soi!treatment for
1.50 Peaking Factar(e.g. 1.5= 150%) ��coliform of c.=36 inches.
450.00 Design Flow(gpd)
3.50 Site Slope(%)
99.75 Contaur Line Elavation(ft)�
11.00 Depth to limiting Factor(in)
0.60 In-situ Soil Application Rate(gpd/ft2)
Distribution Celi information
?5.00 Dispersal C�II Length Along Contour(ft) = 6.00 Ce!!Width(ft) `
1.00 Dispersal Cell Design Loading Rate(gpd/f#�)
1 Influent Wastewater Quality(1 or 2) Are the laterals the highest point
in the distributwn �-�
Pressure Dlsribution Information network? Enter Y or N
(C or E) E Center ar End Manifold
3.00 Latera!Spacing {ft) If N above,enter the elevation (ft
2 Number of Laterals of the highest point.
0.15fi Orifice Diameter(in)
3.00 Estimated Orifice Spacing (ft}= 9.00 ft2lorifice
2.00 Forcemain Diameter(In)
190.00 Forcemain Length(ft) Does the forcemain drain back? ��
93.50 Pump Tank Elevation(ft) Enter Y or N
4.55 System Head(ft)x 1.3 17.94 Forcemain Drainback(gal)
8.00 Vertical Lift(ft) 67.38 5x Void Voiume(gal)
1.75 Friction l.oss(ft) 85_33 Minimum Dose Volume(gal)
0.00 In-line Filter Loss(ft) 26.93 System Demand (gpm)
14.30 Total Dynamic Head (ft)
Lateral Diameter Selection Manifold Diameter Selection
in. dia. o tions chaice in.dia. o tions choice
0.75 1.25 x
1.00 1.50 x x
1.25 2.OQ
1.5fl x x 3.00
2.00 x
� 3.00 x
Gallonsllnch Calculator(optional)
Treatment Tank lnformation 642.00 Total Tank Capacity(gat)
1000.00 Se tic Tank Capacity(gal) 39.00 Total Working Liquid Depth(in)
Skaw Manufacturer 16.46 gal/in (enter result in cell B49)
Dose Tank Information Effluent Filter Information
600.00 Dose Tank Capacity(gal) Orenco Filter Manufacturer
16.47 Dose Tank Volume{ga�n) 14B Filter Modet Number
Skaw Manufacturer
Project: Setl Mound Page 2 of 9
Mound Plan and Cross Section Views
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
1
- 1/10 B Observation Pipe :•�: :•. Jl
K• .:�.: .:ti:\:1:t:�.:�:1::�.�.::�:ti:\:.:.�.:-1::�::�:1:1:::::��
. •;.., _:�r:��':'�::�::�:;:;:.: �.�.:.:.:.f.�.:.:.:.:.r.:;f.,.;.:.:::.;.:°°• ::r . . ^ T
..1�'.:1i^•� �\�\1.1:..�•.•'• . .t• ti...1.:•.•,.�,.1.'�.•,.•,.•:.• •.,•.,•.•.•. \�ti�:��•�,
( F :f l.. t.f.1•J•t .l.J.1�J:J.:.f.:.l.:.l�.J..^:f.:•:.J.;. �1
�:•.:11�V':::1�1�•..1.�.1...�•���.• 5�'..1•'� .1•'.•'.�..�.r.L�'�.1�•.....�..•.�......•. .:1�'.:i�i. A
. l.i•!•:-!•:.1�1. ':�����.��.1���::�:f::if:f:�:r::
:y: :�':t: 1 1�• ' • �t�1�ti ti 1.ti�. l: • .':..y.
W •'f l�J f �/�J:J�! 'f!• •'t:I%r:r: :J: :f:J r.j ��
•J. .�.
.'�-�r. g.
:0: I
� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � .
L -�
Mound Component Dlmensians
A 6.00 ft E 27.52 in H 1.00 ft K 11.94 ft
B 75.00 ft F 9.50 in I 12.02 ft L 98.88 ft
D 25.OQ in G 0.50 ft J 9.16 �t W 27.18 ft
450.00 (ft}Dispersal Celi Area 1351_26 (ft�)Basal Area Available
6.00 (gpolft)Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View
Aggregate Dispersa!Area
Finished Grade 103.63 (ft) —�,;�;, ;--�. '
. - ::_ I H
. � � ....... � ..... �� G
�- ........f.,. ..,,,......,...
.�......�..,,....... ....,,.........:,' -
1 F - Dispersai Cell 102.33 (ft) Lateral
101.83 (ft)---►• — , , , , , Invert
Dispersa!Celi •:�];:�`�'�``����'• �
Eevafion :D : •�j�;:;:����;:�:�;.,�;
I
4
4
� 99.75 (ft)Contour Elevation
3.5 %Site Slope
� Geotextile Fabric Cover
Shading Key � � �� Dispersal Cell See lateral details on
1[]� Topsoil Cap s c 1.5 ft r�:�•�•���•:•......:•:•-•-•: Page4fornumber,size,
� 5�'.:::?:;.:;::::•::�r;�r;:::f:::•:.
.,.,,,, Subsoii Cap � O '��ti'=''� � '' • r'`: :: and spacing of laterals.
�� •�f:.r��=:��r:�`-r: ,_. .
ASTM C33 Sand 1° �° .'•• • •';• `•`.``.•:.:;: Laterals are equally
� � ::;f.f,:.:,f, .,_:if.;,:.:..'..�
� '�'-f Tvoical Lateral..;`:`�'�`•' F spaced from the
� Tilled Layer � � 0.5 ft ':sti�::. :: ::::::::•:::.: ••':.
� �� 9g � s �' '•:•••.',:�:;'•:,: :, I distributianceii's
{stif�=�f A r ate �r e � 'i��:�'iz:•:;:.:f::���r�'..��,., _� centerline inthe
�--.-----A---* r distribution cell(AxB).
Project: Sell Mound Page 3 of 9
End Gonnection Lateral Layout Diagram
tatera s osntered over the A h dtmension �=Turn-up wtbail vatva or clasnoutplug (
P —�
All latrrals are Identioal �E X-->I Hotes dritled on the bottom of We latrral
equaily spao+d S
Foroe main oonnention via tee oc ecoss to Cnanifold at anu anint.
Lete�ats&forcerneln Sch 40 PVC per SPS Tebte 384.30-6
Number of Laterals 2 Orifice Diameter 0.156 in
Lateral Diameter 1.50 in Orifice Spacing(X) 3.06 ft
Lateral length (P) 73.44 ft Oriflces per Latera! 25 �
L.ateral Spacing (S) 3.00 ft Orifice Density 9.00 ft2/orifice
Lateral�low Rate Z3.46 gpm Manif�ld Length 3.00 ft
System Flow Rate 26.93 gpm Manifold Diameter 1.50 in
Total Dynamic Head 14.30 ft Forcemain Vetocity 2.75 ff/sec
Dose Tank Information Locking coverwith waming
label and locking device and
� seafed watertight
Electrical as per NEC 30D and �—►'
SPS 316.300 WAC �41n.min.
Dis�ed ��
Tank component Is properly vented ��� F— Alternate outlet .
location
Forcema('n diameter
Skaw Manufacturer _fi 2 in.
Ca aci 600.00 Gailons
Volume 16.47 gairnch A
Weep hole or anti-
Dimension Inches Gallons B . stphon device
A 19.26 347.�3
B 2.00 32.94 C P� ump off etevation(ft)
C 5.18 85.33 � 94.33
D 10.QQ 164.70 p
Tota! 36.43 6�0.00
Do�se ta_nk elevaUon(ft)
� 3"Bedding un er tank. 93.50
Alarm Manuafacturer SJE Rhombus _ - Note: Switches
Alarm Mode! Number 01-H containing mercury
may not be used in
Pump Manufacturer Zoeliar this system.
Pump Model Number 98 �—
Pump Must Deltver 26.93 gpm at 14.30 ft TDH
Project: Sell Mound Page 4 of 9
Mound Svsten� Maintenance and Operation S�ecifications
Service Provider's Name (� Northwest Sanitary Phone 715-943-2650
POWTS Regulator's Name Sawyer County Zoning Phone 715-634-8288
5ystem Ftow and I�oad Parameters
Design Flow-Peak 450 gpd Maximum Influent Particle Size 1/8 in
Estimated Ftow-Average 30Q gpd Maximum BOD5 220 mg/1.
Septic Tank Capacity 1000 gal Maximum TSS 150 rng/L
Soil Absorption Component Size 4S0 ft2 � Maximum FC?G 30 mglL
Type of Wastewater pomestic Maximum Fecal Coliform >ZOE4 cfu/100 mL
Service Frequency
Septic and Pump Tank fns ect and/or service once eve 3 ears �
Effluent Fiiter Should ins ect 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 ressure tested eve 1.5 ears
Mound Inspect for ponding and seepage once every 3 years
Other
Miscelfanea4s Constn�ct�on and Materials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap,
and are secured in as shawn in the mound component manuai.
2. Dispersa!ceti aggregate conforms to SP5 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 basal area is accomp{ished with a mofd baard or chisel ptow.
5. The moutzd structure and other disturbed areas wili be sesded and muiched#o prevent soil erasion
and help reduce frost penetration. �
Lateral Turn-up Detail
FIRIStI@CI �w�����������• �.w�� •�������������•
Grade �
6-8"Diameter Lawn - Threaded Cleanaut
Sprinkfer Valve 8ox Plug ar Bal!Valve
Distribution
_``�-y. Lon�g Sweep 90 or Two
45 De ree Bends Same
Diame�er as Laterat
Project Sell Mound Page 5 of 9
Mound System iUlanagement P[an -
Pursuant to SPS 383.54,Wis.Adm.Code
ene �
7'his system sha11 be operated in axordance with SPS 382-&i Wis.Adm.Code,and shall maintained in eccorda�ce with its'component
manuais[SBQ-10691-P(W.01/01),SSWMP Publk�tion 9.6(01/81),and Pressure Distnbution Component Manua!Ver.2.0 S8D-10706-P(N.
Q1/07)]snd local or state rules pertaining to system maintenance and maintenance reporting.
No one should ever enter a septic ar pump tank since dangerous gases may be present that could cause death.
Septic and pump tank abandonment shali be in accorclance with SPS 383.33,Wis.Adm.Cade when the tanks are no longer used as
POW!'S components.
Septic or pump tank manhole risers,access risers and covers shouid be inspecied for water 1igMness and soundness. Access openings
used for service and assessment shall be sealed wateritght upon the comptetion of service. Any opening deemed unsound,detective,or
subject to faitu�e must be replaced. Exposed access openings greater than&inches in diameter shall be secured by an effective lodcing
device to prevant accidental or unauthor¢ed entry into a tank or component.
Septia Tank
The septic tank shall be mainteined by an 3ndividua!certified to senrice sepdc fanks under s.281.48,Stats. The conteMs of the septtc
tank sfialt be disposed of in accordance with NR 113,Wis.Adm.Code. The operating condition of the septic tar►k and auUet fitter shatl be
assessed at least once every 3 years by inspectton.
The ouGet filter shai!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 enctosure. If the filter is equipped with an alarm,the
fifter shall be ssrviced if the alarm is activated continuously. lntartnittant filter alarms mey indicate surge ftows or an impending continuous .
alarrn.
The septic tank shalt have its contents removed when the volume of afudge and scum in the tank exceeds 1/3 the Iiquid volume of the
tank If the contents of the tank are not removed at the time of a fiennial assessment,maintenance personne!shall advlse the owner of
when tha next service needs to be performed to msintain less than maximum scum and sludge accumulaGon in the tank.
The addition of blologipl or chemical additives to enhance sepHc tank petformance ts genera�ly not required. However,ff such products
are used they shall be approved for septic tank use by the Department of Commerce,
Pur�p Tank
The pump(dasing)tank shatl he inspected at teast once every 3 years. AII switches,alarms,and pumps shell be tested ta verily proper
operallon. If an effluent filter is lnstalled withln the tank ft shall 6e inspected and servloed as necessary.
Mgund arZd Prassure QlstrlbuBon Svste,�
No trees or shrubs should be planted on the mound. Plantings may Be made around the mound's perlmeter,and the mound shal!be
seeded and mulched as necassary to prevent erosion and to provide some protectton from frost peaetration. Treffic(other than for
vegetative maintenance)on the mound is not recnmmended since soit compaction may hinder aeration of the infikrative surtacs within the
mound and snow compaction In the winter wi1{promote frost penetretion. Cold weather installations(Qdober�February)dictate that the
mound be heavily mulched as protection fram fteezing.
Influent quality into the mound system may not exceed 220 mglL BOD5,150 mg/l TSS,and 3Q mg/l.FOG for septic tank effluent or 30 '
mglL BOD�,30 mg/L TSS,10 mg/L FOG,and 1 M cfu/100 mL for highly treated effluant. lnfluent flow may not�accead maximum design flow
specified In the parmit for this tnstalieaon.
The pressure disMbu6on system is provided with a flushing point at the end of each laterat,and it is rocommended that each lateral be
tlushed of accumulated solids at least onca every 18 months. When a pressure test fs performed it should be compared to the Initiet test
when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distributla»
within the dispersal cell.
Observation p(pes within the dispersal cetl shall be checked for effiuent po�ding. Ponding levefs shall be reported to the owrrer,and any
levels above 6 inches considered as an impending hydraulic failure requiring additlonal,mote frequent monitoring.
Contin.�,encv Plan
!f the seplic tank or any of Its components become deFective the tartk or camponent shall 6e repa{red or replaced to keep the system in
proper operating condiGon.
tf the dosing tank,pump,pump controls,alarm or related wiring becomes defective the defedive component(s)shall be immediately
cepaired or replaced with a component of the same or equal perfomtance.
If ihe mound component tails to accept wastewate�or begins to discharge wastewater ta the ground surface,k will be repaired or
repfaced in its'present tocation by fncreasing basal area if toa leakage ocxurs or by removing biologically ctogged absorption and dispersal
media,and related pfping,and replacing said camponents as deemed necessary to bring the system into proper operating condition.
See Page 5 of this ptan for the oame and telephone number of your tocal POWTS regulator and service provider.
Protc�gatmer�Un[sts
The information and schedule of manenagement and maintenance for preireatment devlces such as aeroblc treatment unfts or disin(ection
un'its are attached as separate documents end are considered part of the overalt management pfan for this system.
Project: Page 6 of 9
i
� � PUMP PERFORMANCE CURVE MODEL 98 .
MODEl.98 Feet Meters Gal. liters aru � ew
� 5 1.5 72 273 •� �•
10 3.0 61 231
15 4.6 45 470 "'°
� 6 � 20 T.1 25 S5 fi —�-
� Shut-off Head_ 23 ft.(I.Om s
� 15
4 �
� � woabab�
� . � 1
7Q 009971 , I
I
2 �
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1
0
10 2Q 3D 40 50 60 70 80 ��t i �
GALLONS j �" '
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��TERS Q 8D 160 240 •;�
FLOW PER MiNUTE , �._I_
s�moz
CONSULi FAGTORY FOR SPECIAL APPL,ICATtONS
• Electricai alternators,for duplex systems,are availabte and • Variable level float switches are ava{lable for controiling single
supplied with an atarm and three phase systems
• Mechanical altemators,for duplex systems, are available • Double piggyback variable level float switches are available for
with or without alarm switches variable level long cycle controts
• Refer tn FM1922 and FM0806 for temperatures abova 130°F
SS serias Control salection ' �'
Modsl Volb-Ph Mode Amps Simplex Duplex �
M98 115 1 Auto 9.4 1 4
N98 115 1 Non 9�4 2 or 3 4
D98 zso 1 Auto a.� � a • "Easy assembly"
E98 230 1 Non 4.7 2 or 3 4 (Purt�p a�pe p�pe
not tnduded.)
SELECTI�N GUIDE
� �.Inlegral ftoat operated mechanical awitch,no extamai control required.
2.For automatic use singte piggybadc variable level float swlcch or double
piggyback va�iable level float switch.Refe�to FM0477.
3.See FM1228 far correct model af simptex conRrol panel.
4.See FMQ712 fior carrect model of dupiex contto!panel or FM1663 for a OPTIONAL PUMP STAND P/N 10-2421
residenGal altemator system.
• Reduces potential ciogging by deb�is.
For infomiaUon on additional Zoeller products refer W calalog on Piggybadc Variable Level • Replaces rocks or bdcks under ihe pump.
S1�vioches,FMQ477;ElecUical A[temator,FM048S;�nechanica��Itemator.FMo4s5;Sumpl • Made of dura6le,noncorrosive ABS.
, Sewage Basins,FN10487;Sa�gte Phase Simplex Pump Confrol,FM1596;Alartn Syslems, • RaiseS pump 2"off bottom oi basin.
FM0132 • Provides the ab�ty to ralse intake by adding sec6ons o(iy:"
s cnuYio or 2'PVC piping.
• Attaches securely to pump.
Atl instapation of controls,protecUon devices and wiring should be done dy a • Accommodates surtip,dewatering and ef0uent app6caii�ns.
qualified iicensed eiectrician. AI{electricai and safety codes should ba followed NOTE:Make aure Aoat ia(ree lram obsUuction.
including ihe mnst reeent Natlonai Electrical Code(NEC}and the Occupational
Saf¢ty and Health Act(OSHA).
RESERVE POWERED DES1GfV
For unusual condiNons a reserve safety factor is engineered into the design of eve.ry Zoeller pump.
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WARNIhlG DEATH MAY OCCt1R!F TANK JS ENTERED
Q WITNOUT PROPER EQUIPMEIYT i SKAW 1U00l800 i
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WHEN POURED i
`--BAFFLE FILTER /
39.00
3•� SECTION VIEW OF TANK AND COVER 3�00
Mode1 Number.• 1000 � sO0 S Kq�1► P RIE-CAST Phone: (715) 967-2277
Approved fo�:SEPTIC/SEPTiC,SEPTlC/PUMP,SEPT/Cl51PHON OR HOLDtNG Tolf Free: �-800-924-$625
Welghf n e ►m, et m. `�q. Dspfh Gal./lrr. Nom. Cap. 26255 105fh Street, New Aubum
Wiscansln 54757 Fax: (715) 967-2707
" 13,0501bs. �,�A 42„ 39" 16.47 642.33 ga/. www.skawprecast.com
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be abandoned per SPS
383.33.WAC
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b.�a�e w� ��� u�'.✓r/ i
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between well and �• N✓
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a� 2" force main PVC
material per Table
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a1 Estate Sawyer County Property �
"�s=.�ting Property Status: Current
�'oday's Date: 1/18/2022 Created On: 2/6/2007 7:55:13 AM
Description Updated: 8/24/2021 Ownership Updated: 8/24/2021
---_---.---- -._------- -__----________. __— __ _ __ __.. _ __ __
Tax ID: 6977 ALAN J & DEBRA A WINTER WI
P�N, 57-006-2-39-04-31-2 01-000- SELL
' 000010
Legacy PIN: 006439312101 Billing Address: Mailing Address:
Map ID: .5.1 ALAN ) & DEBRA A ALAN J & DEBRA A
Municipality: (006) TOWN OF DRAPER SELL SELL
STR: 531 T39N R04W 4787W BUTLER RD 4787W BUTLER RD
Description: Wl/2 W1/2 NENW �NINTER WI 54896- WINTER WI 54896-
7738 7738
Recorded �0.000
Acres: Site Address * indicates Private Road
�ottery _ _ _
Claims: � 4787W BUTLER RD WINTER 54896
First Dollar: Yes
Zoning: (F-1} Forestry One Property Updated: 4/26/2021
(RR1) Residential/Recreational Assessment
One 2021 Assessment Detail
ESN: 458 Code Acres Land Imp.
Gl- 1.000 4,500 154,300
Tax Districts Updated: 2/6/2007 RESIDENTIAL
1 State of Wisconsin G6-
57 Sawyer County PRODUCTIVE 9.000 18,900 0
FOREST
006 Town of Draper
576615 Winter School District 2_Year 2020 2021 Chan e
001700 Technical College Comparison g
Land: 23,400 23,400 0.0%
Docurrient Updated: 2/11/2014 ��proved: 36,200 154,300 326.20%
Total: 59,600 177,700 198.2 /o
WARRANTY DEED
Date 275 3 667/201
Recorded: 3/26/1999 Properly History
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�`��SPss�j' ( POWTS)
�s""-y''' INSPECTION REPORT Sanitary Permit No:
Safety and Buildings Division (ATTACH TO PERMIT)
GENERAL INFORMATION �� _ b�g
Personal infonnation you provide may be used for secondary purposes[Privacy I.aw,s. 15.04(1)(m)]
Permit Holder's Name: ❑City ❑ Village Town of: State Plan Transaction ID#:
��► ��-�or� S�.l� ��c �p'^'� -�3�--2 a� 3g 1� C-
Insp BM Elev: BM Description: Parcel Tax No:
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(0�.� � c.a.-sc. S�A�C, ��✓ ��,�.r ��10 ��" �ob�Y3el-3/-210 (
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEU
Septic ,s — ��ppp Benchmark /(�.o'
Dosing ^Go,�,,.�v"p 6c3'p
Aeration Bldg. Sewer q$,( �
Holding St I Ht Inlet q7,3g�
TANK SETBACK INFORMATION St/Ht Outlet �17,�g '
TANK TO PIL WELL BLDG VENT TO ROAD Dt Inlet
AIRINTAKE
Septic .�� +��' � �` �-- � NA Dt Bottom 1�7$�
Dosing „ K K k NA Instaliation � $ g �
Contour
Aeration NA Header I Man.
Holding Dist. Pipe �pa. �
PUMP I SIPHON INFORMATION Infiltrative �
Surface l a I•�1
Manufacturer Demand Final Grade
Model Number � GPM
TDH � Lift Friction Loss Sys Head TDH Ft
Forcemain L �$D` Dia '�" Dist.To Well
DISPERSAL CELL INFORMATION
DIMENSIONS �N � L 7$' #of Cells Type of System Distribution Media Manufacturer:
SETBACK OHWM of Nav
❑ Conv � Aggregate
INFORMATION P I L Bldg Well Waters o IGP o Chamber Model Number:
❑ AG ❑ EZFIow
CELL TO ,.� � t-�S` �� Mound o Other
—._— - ----
DISTRIBUTION SYSTEM X Pressure Systems Only
- -
Header I Man�fold �� Distribution ipe(s) << � X Hole Size X Hole � Observation Pipes
Len th_� Dia \.5 Len th 7� �
g- ---- 9 — YY _Dia �'5-----Spa� �—�'�b� Spacing3�°b Yes ❑ No
�--— �
SOIL COVER _
-- -- — — -
Depth Over /� ,� � Depth Over �� Depth of / �� Seeded/Sodded Mulched
Cell Center ( �- Cell Edges la- �psoil _ (� � �Yes ❑ No � �,Yes ❑ No �
COMMENTS: (Include code discrepancies, persons present,etc.)
� -►��s�i��� s�(� _ � ( 1 �I a-�
rv,� _ �I i s��-�
Plan revision required?O Yes ❑ No Q� �-1 �3 �-- / � �9 �7 I� �
--�7� w J6
Use other side for atlditional information Date POWTS Inspector's Signature Certification Number
SBD-6710(R.3l01)
AOOITI�NAL COMMENTS ANO SKETCH
SANITAAY PEAMIT NUMBEA: �'a -Oa-�S
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