HomeMy WebLinkAbout020-639-06-2101-SAN-2022-256 :� Indiistry Services Division County (�
. � = 4822 Madison Yards Way S4 w v /' _ —_ �
; �� Madison,WT 53�05 Sanitary Pcnn�Numbcr(to bc f Iled in bv Co.l �
` j P.O. Box 7I62
— Madison.WI 53707-7162 � 3� a y i �
--- '--_ ----- -- ------ ------- p�
Statc'I�ransaction Number N
Sanitary Permit Application p o�'��0 I'$38- � '
In accurdance wiih tiPS 3R 3.21(21,Wis.Adm_Code,subrztission of this form to the appropriate governmental unit �� �
is required prior to obtaining a s:�ciitary permit.Note:Application foans f'or state-owned POWTS are submitted to Project Address(if difCerent than mailing address)
thc Dcpartmcut��f Safcry and Professional Scrvices.Pcrsonal information you providc roay he used for secoudary �
purposes in accorduocc with the Privacy Law,s 15.04(1)(m),Stats. ,�e(►�_
---
L Application Intbrmation—Please Print AIf Information ______ ___
Prope�Ty Owner',Name—� � - Parcel#
.f�✓L�.��Ti'o.��-_9flr�/ Ti�a�t4s -fa�Ce,dr� Jq d�o634d�.�/a/ — --
Property Owncr�:11.nling,�ddresti �� Property Locat�on
� ,�/ s�,/�{� _L�J Govt.Lot
Citv,State � Zip Code Phone Number �/�qG.
�Od � � l✓ `f/� �'�,�'i<, Section _�_--
f[.Type o I3uildin�(check a11 that apply) � ���" T 3�1 N R E o W
� ' Iamil��U�tcllint �tiumhcrofl3edrooms� SubdivisionName
I31ock�k
�'uhlic/Cummcrcial [)cscribcUtie�p�'�i/'DQ� __ �
❑City of -------.-
�Statc Ownc�l Uci�rihc t!sc ___ CSM Numbe[ illage of_ ____.__
— �To�ti7i o C �t.�I✓� _ - ------
lll.Type of POVVTS Permit: (Check either"New"�or"Iteplacement"�and�nther applicable on line A_�Check one bos nn=lineB.Gomplete line C if
a licablc.) --- - ---
�� �Ne�v S�,tem �Replacement System �lhcr Moditication tn Gxisting System(explain) �Additional Pretrcatment Unit(explain)
�;' �liolding fank �In-Ground �AAt-Grade �Mound lndividual Site Desi�m Other�I'ype(explain)
f c�mvcntional)
— ----- _—- -- - -- -- --
ist Previous Peratit Numbcr and Date lssued
��� ❑Rcne�val Reflxc �Rc�-ision �Change of Plumber �ransferto New Owner
f�:.��<<���,,,, 13� ��-$ (a�3i I �
!V.DispersaUl'reatment Area and Tank Informafion:-
Design Flow(gpd) �l)e�ien Soil Application�Rate(gp�l/s� llispeisal Arca Reyuired(s� Dispersa]Area Proposed(s� Sysicm Elevation
�O ��0 6�� 7 .
���--- � --- -- — f:of Manufacturcr --
Capacity m �ToL11 a,
l ank Infonnati�m Gallons Ciallons Units p U U � � �
Ne�v Tanks Ezisting Tanks H o a; � � ,n �a �a
a U in � rn w C7 a
— -- ._—. ___ --
ticp[ic or Holding Tank — I�
_ /�,f�L�c
Uusing Chambcr r��.� ,i rf�(j � � �
V.Responsibilily�Statetncnt- t,thc uudersigned,assume respousibility for insWllation afthe POWTS shoRn on the attached plans.- �
— -- -
Plumher's N.im�rI'rini) Plumber's Signature MPRS Number � }3usiness Phone Number
a 5�9� 7/�-p�
ucc_�/�rC��a� ---- -— - -�-���--
Pliimhcr's/�ddre�.�Strct.('it��.St.rtc."/,ip Code)
I y�y,� s� �w yo � w �J
VL Coun�/Dcp.irtment [isc Only � �� � � �
— --- --�
Pcmiit Pcc Dair Issucd Issuing A�,ent Signaturc
�ApE r�� i 1)i:ap[�inc�d �—_---- - $ �� � � ��� ��� � .
��]U�s�ner C�i��cn Rcason for Dcnial 0•
Conditions of��\�ipr��v�al�Rcasons for Disapproval
� -.� : � �i� �aa� �_u��_���� ����,� ��-,,,
.\ 1� �? �-t^r 1 -_'___'"' ' � 1
' 1 � �
` _, r
�i � �� _ C;��R} . .1 a�81._ - �
_.�_ _v,. �;� ;
, � ,
���t�_New (,vor1 d #3 3`� '��'�� � t ��22 ;
CS� ��-oo Y �-�� ' �
4ttach[o compicte plans for the s[em and snbmil lo the(bnnty only on paper irot less thae -N2'*41�iachas'IU;3in��.,,,;"}"�;.;_„���`.;; a o 9 9�
SBD-6398(R 03/21)
,^;;>
' Wiuon��n Depanmcm uf Sa(cty and Professional Scrvices � .�,\ Phone:608-26(-2112
" DivisronollndnstryScrvices / '�, Web - _
4N]_>Madiaou Yanls Way � _ = Cmail:, , ,...
POBox7302 �� �� j` . .,�.„ .-,.�
ntad�so�,w�5370� � � Tony Evers,Governor
i�
�:,,�-/�`/ Dan Hereth,Secretary
August 11,2022
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES:2024-08-10
Plan Review:PWTS-082201838-C
BRUCE VITCENDA
1450n ST Road 40
Exeland WI 54835 n�akuveu
SITE: ��.,�o�o_�.o�s.A,sEa��Es
Sweeney Trust �����
7140N Sweeney Lane
Town of Ojibwa =EE=��E�Po�oE��E
SawyerCounty
Frac.NE,NW,S6, T39N,R6W
Total Amount:$250.00
FOR:
Description:Commercial Mound System\-sloping site
Mound Component Manual-Version 2.1(May 2022-202),589 GPD,28"depth to limiting factor,
Maintenance required, Effluent filter,Replacement construction
The submittal described above has been reviewed for confortnance with applicable Wisconsin Administrative Codes and
Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be consWcted and
located in accordance with the enclosed approved plans and with any component manual(s)referenced above.The
owner,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 installa[ion and prior to occupancy or use:
Reminders
• A sanitary permit must be obtained from the county where this project is bcated 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 between 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�2)(d�,�s.Stats.
• A siate 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 copv of the aooroved plans specifications and this letter shall be on-site durinq construction and ooen to inspection
bv authorized representatives of the Deoartment,which mav indude bcal insoectors.
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 par[s 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 responsibiliry 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 mai�tenance of the POWTS.
Sincerely,
'v�.-"�./�iC�.-.—+—.
Gerard M Swim
POWTS Plan Reviewer
WI DSPS-Division of Industry Services
(608)789-7892
jerrV.swim(a�wi.qov
MOl1ND AND PRESSURE DISTRlBUTION COMPONENT DESIGN
Commercial App6cation
INDEX AND TlTLE PAGE
Project Name: Sweeney Trust
Owner's Name: S�veeney Trust
Ownets Address: 7140 N Sliveeney LN
Coudery, WI 54828
LegalDescription: Frac-NE-NWS.6-T.39N-R.6W
Township: Ojibwa
CouMy. Sawyer ,
4�'QROVED
Subdivision Name: 'ANDPa°"
�ERVICES
�. ,;:vOFINDU5TRY5E�-
Lot Number. ���\
Parcel i.0. Number. 20639062101 ^�- -
Plan T2nsaction No.:
Page 1 Index and tiHe
Page 2 Data entry
Page 3 Mound drawings
Page 4 Lateral and dose tank
Page 5 System maintenance specifications
Page 6 Management and contingency plan
Page 7 Pump curve and specifications
Page 8 Tank Drawing
Page 9 Plot Pian
Nnf r�f o✓ OIeT plan/
N.,re: i.,;iibesv..�di�t //ertFw
Na/dJ�� rark for 6o!-nrrdl-e//�t/�
Designer. Bruce vtcenda License Number. MP 220498
Date: 07/22/22 Phone Number. 715-943-2362
Signature: ��
�
Designed Pursuant to the
Mound Componerrt Manual for POWTS Version�.+ SDB-10691-P(N.01l01),and both
SSWMP Publicatlon 9.6 Design of Pressure DisUibution Networks for ST-SAS(01/81)and
Pressure Distribution Cor�onent Manual Ver.�.1�SB0.10706�P(N.01/01)
Version 7.0(R. 03l2012) Page 1 of 9
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(R or C) C Residential or Commerciai Design Note: Sa�d fill(D)calculations assume e
393.00 Esfimated Wastewater Flow(gpd) Table 383-443 in-si[u sofl treatmentfor
1.50 Peaking Factor(e.g. 1.5= 150°/a) fecal coliform of<=35 iaches.
589.50 Design Flow(gp�
5.20 Site Slope(%)
96.50' Contour Line Etevation (ft)
28.00 Depth to Limiting Factor(in)
0.60 In-situ Soii Appiication Rate(gpolfl)
Distribution Celi Information
64.00 Dispersal Cell Length Along Contour{ft) = 9.22 Cell Width(ft) �
1.00 Dispersal Cell Design Loading Rate (gpolftZ)
.1 Influent Wastewater 4uality(1 or 2) Are the laterals the highest point
in the distribution Y
Pressure Disribution information network? Enter Y or U
(C or E) E Center or End Manifold
3.07 Lateral Spacing(ft) If N aBove,enter the elevation (ft)
3 Number of Laterals of the highest point
0.756, Orifice Diameter(in)
3.79 Esbmated Orifice Spacing (ft)= 9.63 ft�/orifice
2.00 Forcemain Diameter(in)
30.00 Forcemain �ength(ft) Does the forcemain drain back7 Y
88.00 Pump Tank Elevation (ft) Enter Y or N
4.55 System Head (ft)x 1.3 4.89 Forcemain Drainback(gal)
8.50 Vertical Lift(ft) 86.03 5x Void Volume(gal)
0.67 Friction Loss (ft) 90.93 Minimum Dose Volume(gal)
�.DO In-line Fitter Loss(ft) 32.31 System Demand (gpm)
13.72 Total Dynamic Head (ft)
i.aterai Diameter Selection Manifoid Diameter Selection
in.dia. a Nons choice in.dia. o tions choice
0.75 1.25
1.00 1.50 x
1.25 x 2.00 x x
1.50 x x 3.00
2.00 x
3.00 x
Gallons/inch Caiculator�ophonal�
Treatrnent Tank Information 754.00 Total Tank Capacity(gat)
- -
1254.00 Septic Tank Capacity(gal) 47.00 Total Working Liquid Depth (in)
Skaw Manufacturer 16.04 gaUn(enter result in celi B49)
Dose Tank Information Effluent Fiiter Infomiation
-- __ _
75U.00' Dose Tank Capacity(gal) Orenco Filter Manufacturer
16.05 Dose 7ank Volume(gaUn) 146 Filter Model Number
_- --
Skaw Manufacturer
Project Sweeney Trust Page 2 of 9
Mound Plan and Cross Section Views
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
—t
: 1/10 B :�: :�:�:�: :�:�:�:�:�:�:�:�;:::;:.-.�.�.�.�.�.•. .•. . .-.:.::�:�:�:�:-:�: � � �
�:� -:�L����, � Observatlon Pipe " Q —�
. .T:':'1�'T:•:•ii.•.�:•:�i:•:•i}.-:�..... . . . . . . . . . . . .�.�.�r. �•:��•:-.�.•:-:�:
K -: ';.;.�:i::=::;;:�ji�;:;.::;.:.,:}�::,:::�,::�j.',,::,':::;.:k.:s..�.;.,;:.y:�;�;.::};:�;:;;�:'::;.;;;,i>}>;:,;:�__;.,;.;..:, :.:.:.:.
. . . � .. ' - . . . .
O e �.�.�. A
w :.�.��-.•.•.•.�.•.•.�.•.•.•.•.•.•.-.�.�.�.�.� � - •.�.�.•.•.•.•.•.•.•. .�.�.�.�.�.�.�.•.•.•. t :�:':�: t
'�'•'!•' �• ��� • � • ��• � � ��• -�•:- e•.-.�.�. .�:�:�:-:�.�:•:•.•.-:•:�.�.�:�:�:�. : :•:•:• �
�.�.:.:.:.::�... :::..:...:.:::.:...:.:::::.:.:.:.:::::::::::::::::::::::::::::::::::::::::.:� x
:�:��:�:�:�:�:�:�:�:�:�:�:�:�:�:-:�:�: :�:�:�:�:�:�:�:�:�:�:�:-:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .•. .•.•.•.•. .•.• -
� �
�' L
Mound Component Dimensions
D 8.00 n G 10.50 ft J 5.08 ft W 22.97 R
590.08 (ft�) Dispersal Cell Area 1144.64 (fl�) Basal Area Available
9.21 (gpdfft)Linear Loading Rate 6.40 (ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View
Aggregate DispersalArea
Finished Grade 98.96 (ft) --� G � t H
..,,.. ...;,,;: I
.,,.,,,,,, ,,,,,,,,,, 1
I F •••••••u•'•Dispersai Cell""'�'�/ _ � � t8f2�
97.67 ft La
97.17 (ft)—� Invert
Dis ersal Cell ,�y `: i
P
.i:�''�`�k��:ii`:iiiiii" ``ii:iii`i:iii�`��i�'� �`iiiiiiiiiiii�i�'�'��:iE::. .
Elevation �:�.D ;_:_::.:.`.(�:;., ;
:`�'�'�:�:�'�:� -
'�.^".• �r.^ ,
, . ,�t: �
- _ ' ' - ��� ' � � t � •. `
a� �c �Z��^ !�c � � : ii�<i�� � � -,�Ft�,.yLiA.2..� •�1�'�.•.: :: � _ ..'��l a`•.
���c �l i i..L.�`l<y<h S 5�`�lAl�cl.�F�,f �.1� '��} ?.l �� V .. . i ,J l�. .,�.'
96 50 (ft)Contour Elevation
52 %Site Slope
Geotextile Fabric Cover
Shading Key 'D a � Dispe�sal Cell See lateral details on
1❑� Topsoil Cap � °� 1.5 ft Page 4 for number,size,
2❑ ....... Subsoil Cap �^ o � � p � { � and spacing of Iaterals.
� 0 ASTM C33 Sand 1°`0 Laterels are equaily
� ti`�� Tilled La er � m 0. ft � Tvpipl Lateral ' F spaced from the
� Y m � . .� � - distribution ceIl's
Q �'•'``'•`` A99regate �o � ,� ceMerline in the
���A—� distribuGon cell(Ax6).
P�ojec� Sweeney Trust Page 3 of 9
End Connection Laterai Layout Diagram
Cenurthelate�a�sove.�npAh6Aimension •s'�yrn-upMba11va1veorcloanoutpiug
P
AIIlatentza�e�aen�loal �EX��� Hoteso�i4eaonNeDottomofthNaleral 5
lamllg spaecG
Leterais.2 forcematn SCh 4� PVC pCr SPS Tabie 384.30-6 5
ForOP maln ooTnMfbn vH�e4 M erOzs to manilolA H apy Oolnt.
Number of Laterals 3 Orifice Diameter 0.156 in
Lateral Diameter 1.50 in Orifice Spacing(X) 329 ft
Lateral Length (P) 62.51 ft Orifices per Laterai 20 �
Laterei Spacing (S) 3.07 ft Orifice Density 9.83 ft/orfice
Lateral Flow Rate 10.77 gpm Manifold Length 6.15 ft
System Flow Rate 32.31 gpm Manifold Diameter 2.00 in
Total Dynamic Head 13.72 ft Forcemain Velocity 3.30 ff/sec
Dose Tank Information Locking coverwith waming
label and locking device arM
�— sealedvratertight
Electrica!as per NEC 300 and —�
SPS 316.300 WAC p.s�� �4 in.min.
—1— ��
Tenk component is propeAy vented ��� E--- Altemate outlet
location
Farcemain diameter
Skaw Manufacturer �_ z i�,
Ca aci 750.00 GaAons
Volume 16.05 gal/inch A
Weep hole or anti-
Dimension Inches Gallons B s�non aevice
A 25.06 402.27 C
B 2.00 32.10 t_ �Pump off elevatiwi(ft)
C 5.67 90.93 T 89.17
D 14.00 224.70 p
Total 46.73 750.00
�Dose tank eievstion(fl)
3" Bedding un rtank. 88.00
Alarm Manuafacturer SJE Rhombus Note Sw�tches
--
Alarm Model Number 01-H containmg mercury
maV not be used ir,
Pump Manufacturer Zoeilar tnis system
Pump Modei Number 98
Pump Must Deliver 32.31 gpm at 13.72 ft TDH
Project Sweeney Tr�st Page 4 of 9
Mound Svstem Maintenance and Ooeration Soecifications
Service Provider's P7ame Northwest Sanitary Phone 715-9432650
POWTS Regulator's Name Sawyer Couoty Zoning Phone 715-G346288
Svstem Flow and Load Parameters
Design Flow-Peak 589.5 gpd Maximum Influent Particie Size 1!8 in
Estlmated Flow-Average 393 gpd Maximum BODS 220 mg/L
Septic Tank Capacity 1254 gal Maximum TSS 150 mg/L
Soil Absorption Componerrt Size 590.08 ftZ Mauimum FOG 30 mglt
Type of Wastewater pomestic Maximum Fecal Coliform >10E4 cFu/100 mL
Service Freauencv
Septic and Pump Tank Ins ect and/or service once eve 3 ears -
Effiuent Filter Should inspect and clean at least once eve 3 ears
Pump and Controis Test once eve 3 ears
Alarm Should test monthi
Pressure System Laterals should be flushed and ressure tested eve 1.5 ears
Mound Inspect for ponding and seepage once every 3 years
Miscelianeous Construction and IlAaterials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap,
and are seoured in as shawn in the mound component manual.
2. Dispersal cell aggregate conforms to SPS 384.30 (6){i),Wis.P.dm. Code.
3. All gravity and pressure piping materials conform to the requirements in SPS 384,Wis.Adm. Code.
4. Tiilage of the basal area is accomplished with a moid board or chisel piow.
5. The mound sbvcture and other disturbed areas will be seeded and mu�hed to prevent sal erosion
and help reduce frost penetra6on. �
Lateral Tum-up Detail
Finished •..,,........• •�����sa�e����•
Grade v1
�� �'�'�� Threaded Cleanout
6-8" Diameter Lawn --� .�: :�:�:�:�:�:-: p� or Ball Valve
Sprinkler Valve Box �
Distribution
� Long S1�veep 90 or Two
45 Degree Bends Same
Diameter as Lateral
Project Swee�ey Trust Page 5 of 9
Mound System Management Plan
Pursuant to SPS 383.54,�s.Adm.Code
Gen re
This system shail be operoted in accordance with SPS 382-64 Wis.Adm.Code,and shall maintained In accordance with its'componertt
manuals[SBD-70691-P(N.01I01),SSWMP Publicafbn 9.6(01/01),and Pressure DishiWdion Component Manual Ver.2.0 S60.10706-P(N.
01/Ot)�and local or siate rules pertatnfng to system maiMenar�ce and maintenance reporti�.
No one should ever enter a sepUc or pump tank since dangerous gases may ha p�asent tl�at cnuW puse death.
Septic and pump tank abartdonment shaU be in accordance wifh SPS 383.33,Wk.Adm.Code when the tenks are no longer used as
POWTS componeMs.
SepQc or DumD tank manAole risers.access risers and crovers should be inspeded for water ligAk�ess and soumlrress. Access op�ings
used for serviee and assessmant shaii be sealed watertigM upon the completion of service. Any openNg deemed unsound,delactive,or
subjed to failure must be replaced. E�osed access opanings greater fhan&i�hes in dlameter shall be seared by an effective locking
devke W prevent accidentai or unaulhorized enhy into a tank or component
SeotleTank
The sepNc fank shall 6e maintained by an individual certified to senrfce sepNc tenks under s.287.48,Stats. The corRertts of the septic
tank shaq be dispo5ed of in accondence with NR 1'13,Wis.Adm.Code. Tha operating wndi6on of the septic tank and outla[fiker shall be
assessed at least once every 3 years by(nspedion.
7be oullet fiter shall be cieaned as necessary W ensure proper operation. The filtet drtridge shouW not be removed unless provisions
are made to retain sotids M the tank that may stough off the filter when�emwed from its endosure. N the fiNer is equipped wilh an alarm,the
filter shali be serviced if the alerm is acliveted contlnuousty. IntertnipeM filter alartns may Indicate sarge flows or an impending continuous _
alarm.
The septic qnk shall have its contents iemoved when the volume of sludge and scum in the tank exceeds t!3 Ute liquid volume of fha
tank. If the conteMs of the tenk a2 not remwed at tha time of a fiennial assessmenR maintenance persan�rel shall advisa the owner ot
whe�lhe nexl service needs to be performed to mai�Heln less than ma�dmum scum and sludge accumulaHon in the tank
The addi6on of biologipl or cAemical additives to enhance septictank per(ormance is genaraly�rot required. However,if sucli Droduds
are used fhey snall be approved for septic tank use by the Dapartment of Cammerce.
Pumo Tardc
The pump(dosing)tanh shall be inspected at least once every 3 years. All switchas,alartns,and pumps sAaA be tested to ver�y proper
operetlon. If an effluent filler Is installed withln Ne tank it shall be inspected and�rviced es necassary.
Mound and Presswe Distribution Svstem
No trees or shrubs should ba planted on the mound. Ptantlngs may be made around tha mou�k parimeler,and ihe mound sAall be
seeded and mulehed as necessary to prevent erosion and M provide some protection from host penehation. Traffic(other than for
vegetative malMenance)on ihe mound is not recommended since soii compaction may hintler aeraFwn of the infiNrative surface wilhin the
mound end snow compacifon in the winter wll promote frost penedation. Cold weather i�tallations(Odober-February)dicfate that the
mound be heavily mulchad as prolection frwn freezing. �
InBuent qaaliry into the mound system may not exceed 220 mglL BODs,150 mg/L TSS,and 30 mglL FOG fw sepfic tank etfiuent or 30 �
mglL BODa,30 mglL TSS,10 mglL FOG,and 10'efu/100 mL for highy Ueated efliuent Influent flow may not exceetl maximum desfgn ilow
speeified in the parmit for this installaUav
The D�ssure distnbutfon system is D�vided witb a Busbing point at the end of each laferal,and R is rewmmer�ded that each lataral be
flushed of accumulated soiids at least once every 78 months. When a pressure test is pertortned @ should 6e compared to the initial Mst
when the system was instaNed to detertnine if orNice cbgging has occurred and ff orifice cleaning is required to ma'xNain equal distribution
within the dispersal cell.
Observa8on pipas within the dispersal cep shall be chacketl fur e(fiuent ponding. Ponding tevels sM1all be mportad to Ne owner,and any
levels above 6 inches considered as an fmpending hydraullc failwa requ4ing add'Rional,more frequent monnoring.
CorNinaencv Plan
Ifthe septictank or airy of its comporrents become defecth+a the tank or camponant shaq be repaired w replaced W keap the system fn
ProPer oPeret)ng condition.
If the dosing tanh,pump,pump controk,alarm or related wi�ing becomes defec6va the defec6ve component(s)shall be immediately
repafred or replaced wifh a component of tl�e same or equal parformance.
IFthe mound componentfails to accept uvastewater or begins to tlischarge wastewater to iha ground surface,i[wi0 be repaired or
replaced in ils'present location by increasing basei area if toe leakage occurs or by remwi�g biological{y clogged absorption and dispersal
medla,end related piping,and repladng said components as deemed neressary to bring tha system iMo proper operating eond'Aion.
Sea Page 5 of this D�an for the name antl teiephone number of your local POVYTS regWator and service prmider.
PrelreatmeM Unifs
The information and schedule of mananagement and maiMenance for pretreatmeM deviees such as aerobtc heatrnent unils or d'�sinfection
unNs are attachetl as separate documents and are considered part of the overall management plan for this system.
ProjecY. Page 6 of 9
� Model 98
� ���,� 3 7B -- 6 114
� w PUMP PERFORMANCE CURVE — `�e �'
MODEL 98 ' ' �---�
25 � . 3 7l8
� � �� �
� \ \
= s Z� / ��0�' }.� 4
�' �l .r '��!_,
a 15 .
z �
r 4 � i.vZxnaawvr
o � �
� 10 �
o �
2 r
5 ; i
o � ----�-
�0 20 �o ao so so �o ao tz���s �I
GALLONS
LITERS 0 80 160 240 � I � I 1
� � ' I
FLOW PER MINUTE �-,,�, i '�
4 27132
. .���;^.�n ��- �'.�� _ � sk110]
Model
Model Number Seal Mode Volts Phase —?— Amps HP Hz Lbs Kg
M98 Single Auto 115 1 9.4 1/2 60 36 16
N98 Single Non 115 1 9.4 1/2 60 36 16
D98 Single Auto 230 1 4.7 112 60 36 16
E98 Single Non 230 1 4.7 1/2 60 35 16
BN98 Single Auto 115 1 9.4 1/2 60 37 17
BE98 Single Non 115 1 9.4 1/2 60 40 18
BN and BE models include a 20' (6 m) piggyback variable level pump switch.
Additional cord lengths are available in 25' (8 m) and 35' (11 m). 50' (15 m) wrds are available for 230 V units only.
Your Peace of Mind is Our Top Priority�
3649 Cane Run Rd � Louisvilte, KY 40211 USA
1-800-928-7867 � Fax: +1 502-774-3624
www.zoelier.con�
PNx��Mn�� e ��a�' , .:, ..,,:_.. . . � . . .
�''���i�.����t�,.i, rronse� ,.n=, ..^,,.,��a .,s�..�;a r, p�,-- ...._, .. _,. . .... . .
y ,a�J ,y c.screpd�r _s u',�L as s�e,�aler r;,oy�.i,!�c={a %+.�/r�i�i h�+_'�i;h,teH
� WARNING DEATHMAY OCCUR IF TANK IS ENTEREO ; s��,t20�� I
WITHOUT PROPER EOUIPMENT ^ i
� � 70.00 �) �
NOTE:SEE INNER WALL PHOTO ON THE"EXCLUSIVELY AT SKAWS"PAGE. i �
i i
i i
i i
i i
' i i
i i
i i
i i
3.00
� � ��� ' `
4,0o t �
L"___""'_'__'_"'_"""_'_J
27.00— 27.00 2).00
24.0o Z4,00 I--24.0o OUTLET END VIEW OF TANK
5.00� �--18.00 �
�2.00 —.2.00
1NLET
��� 9.00 � pUT1.E7
\
20D V 41NC
18.00 PRESS
4 iNCH PRESS I
SFAL GASKE7 I S�L
INSTALLED J_ GASKET
WHENPOUREO
BAFFLE FILTER /
47.00
3� SECTION VlEW OF TANK AND CO VER
3.00
ModelNumber.� �ZOO/TSO ����/ ���e���� � �
Approved(or:SEPTIC/SEPTIC,SEPTIC/PUMP,SEPTIC/SIPHONORHOLDING �� Phone: 715 967-2277
e g n et �m. u e �m. tlq.Depth Gal./In. Nom.Cap. 26255 105th Street,New Auburn Toll Free: 1-800-9248625
Wisco�sin 54757 Fsx:(715)967-2707
16,1001bs. 52" 50" 47" 16.05 754.36gaL www.skawprecast.com
' • ow../ep
-. SwecN[Y��vfr 3A�tc vF7cto�(a
� 71Yn.oJy�t.�eyt,� IN79.uS1HuY4a
� Go�dt�qyiwt SYPlB fxcltuA, w� Jyy-lf
' ��9y3-d18.t tq7xoY9f
t ' Ixqa'+'
witt h��o6t�Aou�,w�Fo�Barb�eo.nd�bJ�l�o,�� .
P/Vm6i,� �
RrviceVJtct.dd ' by t°�~j fo'^ov,✓/ ��Jtaf Baf
kitU,c.• ; q-A-/P/unb:,./f !§drAe,ne
f�Ff rnto ro Hwd�w�Ti,.H
_—� ��
StUt 7":40�
w
k
n
fXaV �{etl�710 Lo..bo �
R:leijr/cAa/d�Lr�
T°b�rrarrs iby.,�
1om -_ _ •_ ._ _ _ - -1 _._ �. IIt.�K obep✓,A�,(/�ri'/iG(i�r/
' � �� i
� �,l(v �
� o �. ,•\ (
� `�
40 � q� . �� �` .aQ� � �
1 � � �
OU.1Vq� \ a � � � `
�
� o
� � I 1
:
.` ` '
�afl� ' �. :t" I
1 � � �` w �p1
i -o ��u
� � h� I yb;
�
. �- - -� - - - �
wen — - - - -�
� �'h �'4GNf� "NWl
f• b y Y
7. 39.�
r
R. 6 ✓
�� row✓eS76 Va
"a�,y rarre�o�oc3te6z�a,
On N oo.e'�y��Q4x Yrq,,,�
� 4i��AI�{{oN
� �ll.f6.s=
o�,rc•o�
3)•qH.d�.
Ws�l ro'{f�T 96.o�c[
1���. r -38.4 Ac./county wehsite
_.
,. j:
' i
1
, ,
, ,
� . .
� I
�o ,Ter/'y�w.:h �i'om .t3i►vc� v.t�r,�.a/9
'I
,, - - -
,
;,
�� Ov,�1�y,ste�,,
�: -
' �al' W �t! ��/��oo/!f t/J...c�f�.S.z`ima� f�oc� ��v�„ qesf-av%v�" to:/�Twas�`e�a.��' -- -
� Q / ea1J'��h-�o�e.�L�=,�p1o�e_e .✓ewP�vn,�i.�/� �.i�6ea�DiY� fo BQ�'�f�oo�, ��rifomt _
;ryoes ro.n�e�,�.l . P��•�6.;�ry tv e �%r/e b.�-�/��,6�,�a � —
i
' STou/' �?o
, ---- .. _
7'e�'/eTwq9teFlor✓ /y �,
��° o�Pd � ___ _ _.
��� - �°— �=d -- -
� � �
`' �8�0
f ;� — ---
,
-- ;E,�ploy_�� _ �-3-�.�d __ _. �-----
,
, 3y3 �,ff�mafe.11%c�g��l _�.�_ .
� --- - - -_ _
, ,
. ;� G�easc :,��e��e��o�' - t/o/�•%�f�ati1�(t��l��sev_d.�f��_.foo�v_)---- --
; . - --- --
;: .
. '' /�aI' w��l� ao.f�ooJ'J w/�_�/.r����.rc�v.i�a�r.;�h �dX.;�c��-vs..:�.F_, __— _
�, --- --
: To 4,��� G�e�t�.�/te�te�to� t�1e.� h`s/a�:�/�}4.vir. u/a.ltc wafcr t eat�►►�..�t'p/q,r/t __ _ _ _
i' p�- -
i� H at ro �vt wafe� fo f�o 6_��,l� �,v ferce or Fi'�r �l,edto Ho/a���J�,dk_/e�tu�t o•`----- --—
�. -
; .vew O.dit Q�LPJ /dav�1�".�C'te/tv/'��e.d3vo��a�f1o%!..'vf TQ,viC_— - - -�-
�� ���sib.'v_f�v�_1�c_r>1�_e.���'Jf�l��vi,.Gi%d�' -- - - - - - - -- - - --
i
,.
, ---- - -- _ . _
�,, �!S/�/f, �Of�dp���(_J/f4��f.l�.L°/'I/1l_t �___ _'�..'_' _.""..'_' -.
�' �.fj;n.q 7��i! F/o r�✓
!60
. ��E,�P'ay�-- --- - - - ----- --- -- - - - --
/?3-f�d -- - - - - _ - - -- _ -----__- .--