HomeMy WebLinkAbout014-106-00-0202-SAN-2022-043 �� ' Industry Services Division County
_ � 4822 Madison Yazds Way S aw y�r
- � - Madison,WI 53705
; _ =P - Sanitary Permit Number(to be filled in by Co.) �
= P.O.Box 7162
- Madison,WI 53707-7162 �o.3gd/-�� ' �,
Sanitary Permit Application State Transaction Number �
In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this form to the appropriate govemmental unit Qw >>` 0 1�2��J !��'� �.1
is required prior[o obtaining a sanitary permit.Note:Application forms for state-owned POWTS are submitted to Project Address(if different than mailing address) �
the Department of Safety and Professional Services.Personal information you provide may be used for secondary �
purposes in accordance with the Privacy Law,s. 15.04(1)(m),Stats. ' � g 9 � N E-Q}� (��{ O
I.Application Information-Please Print All[nformation �
Property Owners Name Pazcel#
�G + ��,� �a�.�,� orv - /o� - oo oaaa �
Property Owner's Mailing Address Property Location
3 s 8 H,i I C�s 3 G�E Go,�.Lot
City,State 7_ip Code Phone Number
�/Gd rl0 m O WO C, W = 5.3���i '/., '/e, Section ��1
IL Type of Building(check all that apply) Lot# T �'1� N R U9 £-n W
�1 or 2 Family Dwelling-Number ofBedrooms � p�0 Cm�S a r,3 Subdivision Name
Block# �4r"�t�S sv 10�:V i b i�}Y!
❑Publie/Commercial-Describe Use
❑City of
❑State Owned-Describe Use CSM Number ❑Village of
�'Townof L.Gr14'ao�
III.Type of POWTS Permit:(Check either"New"or"ReplacemenP'and other applicable on line A. Check one box on line B.Complete line C if
a licable.
A. Q�
� New System Replacement System Other Modification to Existing System(explain) �N Additional Pretreatment Unit(explain)
v te,tTl�'14�
B' � Holding Tank � In-Ground 0 At-Grade gn yp ( p )
0 Mound Individual Site Desi Other T e ex lain
(conventional) lr+•b�o�++'�d PntS
� Change of Plumber .ist Previous Pertnit Number and Date Issued
C� � Renewal Before Revision � Transfer to New Owner
Expiration �' —�l{9 �/'�� g�
IV.DispersaUTreatment Area and Tank Information: G.�5 x S O t��i w 1 g {'� (�e o.�.er{-
Design Flow(gpd) Design Soil Application Rate(gpd/s� Dispersal Area Required(s� Dispersal Area Proposed(s� System Elevation
3o v �.v (�x Basd) 3vt�: <8�:4�) 3�a . S � S� s'o
Capacity in Total #of Manufacturer
::
Tank Information Gallons Gallons Units �.,� ro U � � u
New Tanks Exis[ing Tanks " ; ` e � " Y p � �
C O t"�� � a U v� � � w C7 ci
Septic or Holding Tank �y� �
�/O �ityCr nk
Dosing Chamber s�� — sdV
V.Responsibility Statement- 1,the undersigned,assume responsibility for installation of th OWTS shown on t6e attached plans.
Plumber's Name(Print) Plumber's � n ure MP/MPRS Number Business Phone Number
�v v,•�n���y a3�a3� �,s�-�3y-)L� 4
Plumber's Address(Street,City,State,Zip Code)
�c�aaa s Nwy � 3 Na w�a^�, c�z .St/dy3
VI.Cou /Department Use Only
�Ap v ❑Disapproved Permit Fee Date Iss ed Issuing Agent Signature
❑Owner Given Reason for Denial
$ ��.�� �r��r��
Conditions of Approval/Reasons for Disapproval � �j� i J GY �.
D � � �r�;��! ��
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;� � � � D3U APR 0 8 2022 �e--�
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r �1�
SAl�1IY�R CC�UP�i i�'!�
ZONIf�RG Ai�IV'+lNISTRATii7t�'
Attach to complete plans for the system and submit to the County only on paper not less than 8 t/2 x 11 inches in size
NO RCFUNDS AFTER
SBD-6398(R.03/21) ISSUE OF PERMIT
�,,ti•+��t�ri�� DIVISI�NOFINdUSTFtYSERVIC�S ,
— 1D541 N RANCH RD
Y`� WAYWARD WI 54843-Fi462
� ` �S Contact Through Relay
P http:lltlaps.wi.gov/progremslindustry-serv�ces
$
"f www wisc.on:ui gov
�yrr, � _`�`
.cr..��r.,�•�
Tony Ev�n•Govornor
Dawn Crlm-Secretary
April 7, 2022
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 2024-4-7
Plan Review: PWTS-042200598-C
Raymond Visocky
16222 Hwy 63
Hayward, WI
SITE:
Marquardt
11890N Eaton Road
Sawyer County
Town of Lenroot
S4 T41 R9W
FOR:
' Description: GeoMat inground Component Manual—Edition
2 Bedroom—300 GPD— I� 3, 2017
�I Replacement - 70" to limiting factor — Pressure Distribution Component Manual—Ver. �I
Effluent Filter- Maintenance required ' 2.0, SBD-10706-P(N.O1/O1, R. 10/12)
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 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
• If using the existing septic tank,it must be inspected for watertightness and structural soundness,
size and baffles,and must be brought into conformance with the requirements of ch.SPS 383,
Wis.Adm.Code.
� • �ite 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 .
quipment on the mound site. If necessary,use only tracked equipment,during dry conditions,
� with minimal passes,to avoid compaction.
• 12"of sand shall be installed between the contour and the bottom of the GeoMat product.
• Orifice Shields are required.
• 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
be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(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.
• A copV of the approved plans,specifications and this letter shall be on-site during construction and
open to inspection bV authorized representatives of the Department, which mav include local
inspectors.
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,
f /2���'�y
Joshua Rowley
POWTS Plan Reviewer, Division of Industry Services
(715) 813-9111 •
joshua.rowley@wisconsin.�ov
GeoMat IN GROUND AND PRESSURE DlSTRIBUTION CQMPONENT DESIGN .
lNDEX AND TITLE PAGE
Owner Info
Project Name: Marquardt-Eaton Rd
Owner's Name: Dale& Brenda Marquardt Q�������
____ _._._____n`pT, p SfIINAL
Owner's Address: 35829 Hill Crest Ct SERVICEs
—_-._ _ .
�___ -- -. _._.__._
Oconomowoc, Wi 53066 �
�'a�'�aca ��Ca��t�I
Property info
Property Address: 11890N Eaton Rd
� __ . _.___— __ - ------- --
I
Legal Description: S 4 T 41 N R 9 W
Township Lenroot County: Sawyer
Subdivision Name: Bartel's Subdivision
Lot Number: PIO 2 8 3 Block Number: CSM#:
Parcei I.D. Number: 014-106-00 0202
_ _ _ ___—� �___�__
Plan Transaction No.:
index Pages
Page 1 Index and titie Page 9 Pump curve and specifications
Page 2 Data entry Page 10 Tank cross sections
Page 3 GeoMat in ground drawings Page 11 Plot plan
Page 4 Lateral
_- _ __ -. _
Page 5 Dose tank
Page 6 Distribution media '
Page 7 System maintenance speciflcations
_ _ ._---__ ______
Page 8 Management and contingency plan
Ray Visocky License Number: 230236
Date: 03/15/22 Phone Number: 715-634-1679
Signature: G�%=� _
Designer Stamp: State of Wisconsin Approval Stamp:
Designed Pursuant ta the
GeoMat In Ground Component Manual Ver. March 20,2�17,
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS(01/81)and
Pressure Distribution Component Manual Ver.2.0 SBD-10706-P(N.01/01, R. 10/12)
GeoMat In Ground Version 1.0(R. 3/20/17) Page 1 of 11
In Ground and Pressure Distribution Component Design
5ite Information
R Residential or Commercial Design 97.33 Lowest Original Grade Ele. In System Area(ft)
200.d0 Estimated Wastewater Flow(gpd) 98.00 Finished Grade Elevation(ft)
1.50 Peaking Factor(e.g. 1.5=1509'0) 0.60 Depth Below Original Grade(ft)
300 00 Desgn Fiow(gpd} 1 28 Depth of cover over pipe(Min 1',Max 42"')
� 13.00 Site Slope(qo) Y 24"Separation from bottom of component
_
� 95.50 tnstailation Etevation(ft) to limipng factor
4-._.._ _...-_.._.
I 70.U0 Depth to Limiting Factor(in} N ISD Required?
r 1.00 In-situ 5oil Application Rate(gpd/ft�)
�--
86.00 Contour Length Available(ft)
Distribution Cell Infonnation
3.25 Cell Width(ft) 48.00 Designer Input Cell Length
� _ 2.00 Dispersal Cell Design Loading Rate(gpd/ft�) 46.15 =Dispersal Ceil Length(ft)
2 Influent Wasiewater Quality(1 or 2) 1 Number of Cells
Pressure Distribution information
E Center or End Manifold Are the laterais the highest point
1 Number of Laterais in the distribution N
0.00 Cell Spacing(S)(ft) network?
3.25 Lateral Spacing Between Celis{V)
0 Forcemain Drainbadc(gal) If N above,enter the elevatlon(ft) _
0.50 Forcemain Filter Loss(ft) of the highest point 99.6
~ 1.50 Forcemain Diameter(in)
t_._.__
� 30.00 Forcemain Length(ft) Does the forcemain drain back?' N �
96.00 Inside Pump Tank Elevation(ft) �
0.188 Orffice Diameter(in)(e.g.0.25j
' 1.75 ;_-- .:�':::;'Onfice Spacing(ft)= 5.78 ftz/o�ce
3.25 System Head(ft)x 1.3
3.10 Vertical Lift(ft}
0.89 Friction Loss(ft)
7.74 7otal Dynamic Head(ft)
21.47 5x Void Volume(gal)
21.47 Minimum Dose Volume(gal)
17.69 System Demand(gpm)
Diameter Selection
�ateral Diameter Selection Martifold Diameter Selection
in.dia. o tions choice in.dia. o tions choice
0.75 125
1.00 1.50
1.25 2.00
1.50 x x 3.00 _�
2.00 x
3.Ob x
Manufacturer Information
Treatment Tank Infortnation Effluent Filter Information
843.23 Septic Tank Capacityr(gal) Lifetime Filter LLC Filter Manufacturer
Wieser Concrete Products,Inc. Manufacturer LT 118 Fifter Model Number
Dose Tank Information GaHorrs/lnch Calculator =
508.26 Dose Tank Capacity(ga1} 508.26 Total Tank Capaciry(gal)
11.82 Dose Tank Volume(gallin) 43.00 Total Working Liquid Depth(in)
--_
Wieser Concrete Products, Inc. Manufacturer 11 82 gaVin(enter result in cell DoseTankVolume)
Project: Marquardt-Eaton Rd Page 2 of 11
In Ground Plan View
- � -
,
- ' ; ; < <�. ,... . . �.�_� ... ,�,
� ;�� ��� _ �,�._ . .. . � j.
�' '.� . '. . . _ . � .. .-
�,. �. _ . . . . � � . G,..+� -
. .- � " _ ' __ ' . . . . , , , . . ..T.� _
- f
In Ground Component Dimensions
3.25 A(ft) 300.00 Basal Area Availabie(ft)
48.00 B (ft) 300.00 Basal Area Required (ft)
50.00 L (ft} Observation Pipes Placed @ End of GeoMat
6.25 W(ft} 150.00 Required Dispersal Cell Basal Area (gpd/ftZ)
0.00 S (ft) 156.00 Proposed Dispersal Cell Basal Area (gpdJft)
1.50 Side Dimension (I) {ft) 6.25 Linear Loading Rate(gpdift)
1.00 End Dimension (K) (ft)
1.28 Depth of Cover(in)
In Ground Cross Section View
GeoMat Dispersal Area
98 ft--�► Finishcd Grade `�`t' � \�1!V'`Z" \�1V'V'
� II�..�trbu��n
1.28 ft �;1����n . Latet2l�x.v.e,l
�s�d Covcr re�occmensied 12"-42
�-- -T..
1.5 in.—► 1'i ..IJi�. � :'I u�5� Iafil�ztivP
F� /Fabrir,
� P��� - -- -
�•.. _.,�_i_.
Top of geomat to be at or 1„�J ,_1 �. � ��t�'�'
below original grade l I � I � �, � `.�;� ., ; I � ( � I �� ����
I � ��G �:�,"I�"�� .��.� i � i � �_ �"
95.5 ft------� �____ � � _ !'nfltraiive Sut�a;�
N - - _ _ -i�_ATiVE_SOIL_ _ _ .- J .�
� - - - - - - - - - - -- - -J - -- L�.raitinp,Fzckar
5ee details on page 4 for number,size, and spacing of laterals.
Project: Marquardt- Eaton Rd Page 3 of 11
End Connect�on Latera! Layout Diagram
. _ _ .. . . ._. _�_�_ . . _._ _ . . . _�_ _ _� .. _ _.- XLo1dAT -.
Number of Laterals 1 Orifice Diameter 0.188 in
Lateral Diameter 1.50 in Orifice Spacing (X) 1.80 ft
Lateral Length (P) 47.40 ft Orifices per Lateral 27
Lateral End (Z) 0.60 ft Orifice Density 5.78 ft/orifice
Cell Spacing (S} 0.00 ft Manifold Length 0.00 ft
Lateral Spacing Between Cells(V) 3.25 ft Manifold Diameter NA in
Lateral Flow Rate 17.69 gpm Forcemain Velocity 321 ft/sec
System Flow Rate 17.69 gpm
Total Dynamic Head 7.74
Project: Marquardt-Eaton Rd Page 4 of 11
Dose Tank Information
L<,ckint.co��'r��ith��.:irnin��I;:f��I. -
lurkin_�dcvii•�and��.ncr ligh�,��:il �
-1"Vrntrd Covor �
I:IcUrical bus --'
as per\GC:q0
und SI'S 3IG?R 1\'�c•
�
:�-, t� ._ I�inishcdGrad� --._];^L-_ :�•Ec ..;. � ,�, ! �.__l. i
. --- --- - — ' - ,
7� . Ul5CUtlllCCt,
3"Clean out Pi�x �� . Opiion:d ball��h�c
f
1Vires(�rom{:lectric sotuc� � �`� i� to con�n,l+p�Kd uf
--,-- -- - �'�,I c�llucnt brinp dused
i
C)ptiunal oudct
4"Inlei P�l i Ub:r �' �
1--,... Forcemain diameter
n:,n;�• , --- --=nt
13o„�top i , I i ,Sr�i3o,�,,�,,�•��.� 1.5 in.
and��:ihC 1 _ u��ix Ii,r«ynam omo�
�tl,l'Ill ga�kc[ �� i . .udidgroUnJ � .-
A � ����zp n„i.�,�,:�„� Furncu
�'I;.�pn���a«c«• i
�h uatcral:�mi�n =
C;
untp On Fluat� � 3�
� r . ^.
Pump Ofi'I luat• I L �--Pump off elevation(ft)
.1 •'Pump
� _ _ s�.oa
ii�,k� �
� Dose tank elevation(ft)
�i�i�;��I: •�;.. .�?: .....13cddin�,uncicr t<u� r�:t�i�;:i::?=:_..;»��;;:.�::_;:f;��:=::�i� ~— 96.00
Dimension Inches Gallons Wieser Concrete Products, Inc.
A 27.18 321.31 Capaci 508.26
B 2.00 23.64 Volume 11.$2 gal/inch
C 1.82 21.47
D 12.00 141.84
Total 43.00 508.26
_ _ _ _
Filter Manufacturer Sim/Tech Filter
Fiiter Model Number STF 100 1116 V �
_ �
Alarm Manufacturer SJE Rhombus `�
Alarm Model Number AB
Pump Manufacturer Zoeller Company � _ _� f
Pump Model Number BN 53
Pump Must Deliver 17.69 gpm at 7.74 ft TDH
�•'�... ,_ . - -. . _ .
Project: Marquardt-Eaton Rd Page 5 of 11
GeoMat Dlstribution Cell Media Layout
325 Cell Width(ft) 2 63 Sidewall to Lateral(ft)
Distribution Cell Cross-section Arrangements
--- - - -- __.�--- - � .. --
Component Legend
� Distnbution Pipe With Pressu2 Laterai U OrifiCe Shield
� Tumup EnGosurc ————— Pressure Laterai
GeoMat is covered with approved geotextiie fabric as per the their protluct approval.
Dfstribution Cell Plan View Layout-Typical
3.25 Ceil Width-A(ft) 48A0 Cell Length-B(ft}
�.,r� ..� �.. � �� �.... � .� ..... � ._.. � ..�� � .� �.� ...J
Typicai Dispersai Cell
� �,�,.�,�-��;�:,�,.• �Y�'�t' ��J`�' �s%�';,.
r ui,^azbution
_,.., �1 n.,,intu _.-`L,aY-r11�ve1
.�.in�J CA'��:T:CxA[,^.S2+d�'iL �+-�SZ-4G _� -
� _
tl T�1L � fli5[ � . ����
Y . _ f,��,� �`� -�FBu.�G
Top of geomat to be at or } t"�_-- Y' _� .•:�i_ _ �i I� dw+�+r
��
below original grade
/:E "'f/ 3 i ' Coxysn�t
'�.�iLBhv.^t_ifLce
� NnTIVE SOI1.,
r � _ V.!ailLP.r.-:;:r
Observation Pipes Shading Key
�V�acrr r�gnt C�p�
� �
I � Topsoil Cap
roNKFlan�e �� �*'��a+� _ , �] Subsoil Cap
? � ASTM C 33 sand (F)
R°�"'r J � ASTM C 33 sand (D)
� � C� Tiiled Layer
�"Min fl inrta��at ' (� 0 GQO Mai
nd/GeoMat -`� 1 Mfn
. ��I Interf�te
',IIATT`�tCL1.,ET'.�''�-�—.Ic'°1lL, G'.�iT�
1Ypw"�,i",`,a„a�r�ta�:. ,
- _ _ _ __
Project Marquardt-Eaton Rd Page 6 of 1�
In Ground System Maintenance and Operation Specifications .
Service Provider's Name Ray Visocky Phone 715-634-1679
POWTS Regulatar's Name Sawyer County SPIA-Zoning Administration Phone (715)634-8288
Svstem Flow and Load Parameters
Design Fiow-Peak 300 gpd Maximum Influent PartiGe Size 1/8 in
Estirnated Flow-Average 200 gpd Maximum BODS 30 mg/L
Septic Tank Capacity 843.23 gai Maximum TSS 30 mglL
Soil Absorption Component Size 156 ft� Maximum FOG 10 mglL
Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL
Service Frequencv
Septic and Pump Tank Inspect andlor service once eve 3 ears
Effluent Fifter Ins ect and clean as necessa at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test eriodicall
Pressure System Laterals should be flushed and pressure tested eve 3 ears
In Ground Inspect for ponding and seepage once every 3 years
Miscellaneous Construction 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 shown in the GeoMat In Ground Component Manual Ver. 1,2017.
2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component
Manual Ver.March 20,2017. Media is covered with an approved geotextite fabric.
3. All gravity and pressure piping materials conform to the requirements in SPS 384,Wis.Adm. Code.
Lateral Tum-up�etafl
6-8"Diamecer Finished Threaded Cleanout
Lawn Sprinkler Grade \ Plug or Ball Valve
Box y
Lateral Ends at Last Orifice Where _��.
�Lon Swee 90 or Two
8 P
�45 Degree Bends Same
Diameter as Lateral
�Distribution Lateral �� Lateral Cleanout �
1.7 Feet
Project: Marquardt-Eaton Rd Page 7 of 11
Notes/ Maintenance Requirements
MANAGEMENT PLAN
This private onsite wastewater{POWTS)has been designed,and is to be installed and maintairted in accordance with SPS 383,Wis.Admin.
Code,the in-Ground Soil Absorption Component Manual for Private�nsite Wastewater Treatment Systems Version 2.0 SPS-10705-P
(N.01/01). GeoMat in ground Gomponent manual Versionl.
1.This POWTS has been designed to accommodate a maximum daiy flow of 30Qt�ns of wastewater per day. The quality of
influent discharge into the POWTS treatment or dispersal component shall be equal to or less than alt of the following.
A monthty average of 30 mg/L fats,oil and grease
A monthly average of 220 mg/L BODS
A monthly average of 150 mglL TSS
Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these Iimfts or that result in exoeeding the enforcement
standards and preventative action limits specified in ch.NR 140Tables 1 8 2 at a point of standards application,except as provided in DSPS
383.03(4).Wis Admin.Code.
2.The owner of this POWTS is responsible for system operation and maintenance.
3.Defects or malfunctions identified during maintenance described above shall be repaired in conformance urith SPS383 Wis.Admin.Code,
and the pertaining counry Private Sewage Systems Ordinance. The users manual,provided to the owner of the POWTS includes the names
and telephone numbers of the properly licensed individuals to contact for such repairs.
5.No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept.
of Comme�ce in accordance with SPS.384,Wis.Admin.Code.
6.If the POWfS is replaced,or its use discontinued,it shall be abandoned in accordance with SPS 383.33,Wis.Admin.Code.
NOTES
Two Effluent Fifters to be installed where pos5ible 1 to be installed in ST,and or 1 in pump tank in
order to insure particle size less than or equal to 1/8". Filters should be c�eaned once in spring,and once in fall. Also,strainers in sinks in
the building shall be maintained,so that solids and fats are minimized to flow into system.
A minimum of 2 observation pipes per cell shall be installed. These pipes shall be loCated approximatety at the end of each celi.
The plumber,or county shall see to it that a copy of these plans inGuding this page,maintenance folder,and maintenance agreement is
given to the homeowner.
This system may contain a dose chamber. If a pump,float,electrical outage causes the dose tank to fill,the homeowner should see to it that
the effluent level in the tank is brought down gradually and not ali dosed to the system at once. dne large dose could cause damage.
Contact a pumper or your installer if this problem occurs.
The homeowner is responsible for formulating a water conservation plan that will ensure the system is rarely overloaded. I.E.spread taundry
out over time,not 6 loads in 2 hours,while everybody showers,and uses the toilet,ETC.
CONTINGENCY PLAN FOR COMPONENT FAILURE
A.Septic Tank.Any structural failure resulting in cradcs or leaks in the tank must be coRected by replacement of the septic tank component.
Leaks in the joints beN✓een manhole risers or covets shalf be repaited by replacing fautty seals with approved materials to make joints water-
tight.
B.Outlet Filter.The outlet fitter shall be replaCed or repaired when it is either no longer capable of preventing the discharge ot particles larger
than 118 inch or when it has become permanently degraded by clogging so as to interfere with the design flow aut of the septic tank.
C.Dosing chamber and pump.The dosing chamber shall be replaced'rf any structural failure is found.Leaks in joints between manhole
risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water-tight.The pump and controls shall be
replaced when they are no longer capabte of functioning according to the design plan.
D.Pressure Distribution Piping.PaRial clagging of the distribution networlc may resutt in unduly long dosing cycles.The e�ds of the
distribution laterals may be exposed and the threaded end caps romoved.The piping can be disconnected on the outlet end of the pump.
The distribution piping may then be back flushed to cleanse any accumulated matter from the piping.It is recommended that the dosing
chamber then be pumped by a licensed plumber.
E.Soil Absorption Cell.The discharge of sewage or wastewater to the ground surtace is strictly prohibited due to the human health hazard
created by the effluent.All failures created hy surface discharge shall immediately be reported to the appropriate county.The pump shall
then be immediately disconneded to prevent fuRher discharge to the ground surface vfa the Soil absorptian Celt.The existing septic tank and
dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved.The
replacement shall be initiated onfy after any necessary plan approvals have been obtained from the
appropriate plan review authority and the required sanitary permit is obtained from the county.
Project: Marquardt- Eaton Rd Page 8 of 11
w � TOTAL DYNAMIC HEAD/FLOW ,
� � PUMP PERFORMANCE CURVE PER MINUTE
MODELS 53/55/57/59 EFFLUENTAND DEWATERING
0 6 Zo MODEL 53/55l57159
� Feet �Meters Gal. Liters
� 15 5 1.5 43 163
} 4 10 3,0 _ 34 129-
Q �� 15 4.6 19 72 .-
o .� �eD7 Shut-off Head: 19.25 ft.(5.9m}
~ 2 ��
5 - - --
31l8 � 63�16 - --�
� ,+— 4 yg �1 1Il 11 712 NPT
0 � � 1
10 30 40 50 I �I
� / � ��;� � � a 7re
GALLONS �.�a ;, ' ta - j �
�,, -
UTERS 0 80 160 �`�,� ---=��',; ''` i� —�
'� I
FLOW PER MINUTE �?:r,, `��- �✓��\ ,
� � �r� ���--- �-
CC�NSULT FACiflRY i
FOR S�ECIAL APPLlCATlONS �
• Variable level float switches available. � � —�
i --- -
•Variable level long cycle systems available. ;
• Available with special cord lengths of 15`, 25', 35'and 50'. � _ � . i
• Alarm systems availabte. ' � ' ;
t 0 1/76
• Duplex systems available. ; T i I
_,_� -_..-=- , f— �
-.., � ,
i �-��!—_� _ _..-'�' a:1,fz
1 _.__ . — . � � . � .li ____ !_ �85A
�S --" -- -- — -�l SELECTION GUiDE
ingle Sal CoMrol Sdectlon �__ Vttln s
_ _._
Modal Volb Phase r Mode i s Sim�7lex Dupls�t CSA UL ' 1.Iflt�rdl flOHt OpE�'dtCd RI2Ch8f11C81 SWitCh,no e�ctemal conUoi required.
- --- -
Ad53155&MS'�59 115 1 Auto r 9.� t — r Y 2.Single pigqyback varia�e level float svitch or douWe piggyback variabie level
N53'S5&P157�55 115 1 Noo 9.7 . 2 3 or 4&5 Y Y float switch.Refer to FM04T7.
�BN53 , k_115 1 Auto 9.7 ` ' Y Y 3.Mechanical aftemffior'tv�Pak'70-0072 or 10-0075.
'BN57 115 1 Aub 9.7 ' — N r 4.See FM0712 for correct model of Electricaf Altematar.
- _ _ —
'DE53157 230 1 Aub 4.8 ' Y Y
D53/55&D57159 � 230 1 Au� 4.6 1 � Y y 5.Variable level oontrol switch 10-0225 used as a control adivata,with Electrical
E53/55 6 E57/59 230 7 Non 4.8 2 3 a 4 8 5 Y Y Albemelor{3)or(4)floal syStem.
'Single P59Ytack swihii included. -- -- —
ii c�u1a�J
FormbrmapononaddifiondlZOellerptnduCtSrefBrtoCatabgon PiggybackVariab�e LevelFloatSwilches,FM0477; Ali:r,stallalion o!controls.protettion devicee and wiiing shouid be done by a:�uatiFetl
ElectncalAR�nator,Fldpqg6;MechanicalAttemator,FM0495;Sump+SewageBasins,FMD487;and Single Phase licensecf elettritian. NI electrical and safety codes should be followeri inciuding the
Simplex Pump ConhoUAlam Systems,FAAD732. most receM National Electnc Code(NEC)and the Occupational Safety 2nd Heafth Ad
(OSHA).
RESERVE POINERED DESIGN
For unusual condi6ons a reserve safety factor is engineered into the design of every Zceller pump.
-- _ - — _ ---- -- - -- ----- -—_ _
--- MA1t T0:P0.BOX 16317
Z ����`�� Lou v�pe.KY 4021r�1--0t961 �Manuhdcheersd..
SFgP T0: 3649 Cane Run Road
www.zoeller.com /� PUMP !O. (sox!»e-v3�•+�sool s2a-Pu,►�a v��TrPu�um9 S,rc� �.9.���
--. _--.
------- ----.
FAX(502)77�-3624
---_ _- -- ----- ---
_ ----
�Copyright 2006 Zoeller Co.A�I rights reserved. 0.O Q 9 a�' /)
� _ �
. W840/500-MR
TANK SPECIFICATIONS =
• ti3�" � ? �
� o 0
DIMENSIONS: a a
WALL: 2 1/2" � a �-
80TTOM: 3� a a
COVER: 5"
' MANHOLE: 24" I.D. PRECAST CONCRETE RISER �
� � � � � HEIGHT: 59 1/2" O.D,
f ���� \ LENGTH: 113 3/48" O.D. °a
/ ���� \ W1DTH: 93" O.D. _
4" CAST-A-SEAL � 4" CAST-A-SEAL BELOW IN�ET: 48" O.D. �,;
� r � � ��� LIQUID LEVEL: 43" � W a
� �24 } / � 1 WEIGHT: 11,150 LBS. �+ � o
�' TYP � � � I � . INLET AND OUTIET:
� -� � i �� 4" CAST-A-SEAL B00T OR EQUAL
, FILTER OR �I � GASKET, CAST-A-SEAL 800T OR EQUAL 3 0 �
� BA�FLE III' � INLET AND OUTLET BAFFLE AND FILTER: m o �
� IIII � WISCONSIN, SEE OETAIL �10 � � �
� � _ _ -- � ' (OTHER STATES SEE CHART) Q � w I
� Q J
UQUID CAPACITY: 19.61 GA�/IN (SEPTIC) � � '`
11.82 GAL/IN (PUMP} W p
.r
TOP VIEW LOAD�NG DESIGN: 8' 0" UNSATURATED SOIL W �
� �
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TANK CAN BE USED AS: a �
� 0 4" VENT SEPTIC/SEPTIC, SEPTiC/PUMP � � �
a � OR SEPTIC/SIPHON W o �
O
`� COVER: MIX OESIGN �f8 (NO FIBER) � '` �,-��
_ _ _ TANK: MIX DESIGN �t10 (STRUCTURAL FIBER) �
INLET _ _ _ _ _ _ _ __ _ OUTLET CUSTOMiZED TANKS:
ri
FOR CUSTOM TANKS CONTACT WIESER CONCRETE � �3
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DRAWINGS SUBMITTED �
FOR APPROVAL
SIDE VIEW
APPROVED BY: SHEET N0.
APPROVAL DATE:
PRODUCTS NEEDED BY: � OF
TANKS ARE MANUFACTUREO TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS � �
R. U. LJ . E A TU N R O � 1'j
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���F`�RT'E'� PRIVATE ONSITE WASTE TREATMENT county
� �>��
(>� �o$ � �v� SYSTEMS SaW er
��� � �5�� ��� ( POWTS) Y
�ry°�kss�v�`� INSPECTION REPORT sanitary Permit rvo:
�__
Safety and Buildings Division (ATTACH TO PERMIT)
GENERAL INFORMATION � _�j��2
Personal infonnation you provide may be used for secondary putposes[Privacy Law,s. 15.04(l)(m)]
Permit Holder's Name: ❑City ❑ Village �Town of: State Plan Transaction ID#:
�`Q..d—�,,jc'e��(wr M.qf h �cba� T`^'�> `— oY�2a��—L.
Insp BM Elev: BM Desc ption: Parcel Tax No:
�(�O. c'�� Na�` w l r�bo�n � o��� '�..1.v►.► I�— �l`� — ��b—O� -b��.l.
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV
Septic W;Qy�._ a Benchmark 00,o�
Dosing —�„,��o ��
Aeration Bldg. Sewer �c�3,�,`
Holding St/Ht Inlet �(,, �
TANK SETBACK INFORMATION St/Ht Outlet g �
TANK TO P/L WELL BLDG VENTTO ROAD Dt Inlet •
AIR INTAKE
Septic ��p' ,�.. ' �� fi�' NA Dt Bottom 2 ��Y �
Dosing < <. �� � NA Installation
Contour
Aeration NA Header/Man.
Holding Dist. Pipe f(�."��
PUMP/SIPHON INFORMATION �nfl�trative
Surface `�SS �
Manufacturer Demand Final Grade
Model Number �� GPM � G3 �j 6•S�
TDH �j Lift Friction Loss Sys Head TDH Ft
Forcemain L�, a` Dia a" Dist.To Well
DISPERSAL CELL INFORMATION
DIMENSIONS �N � L � #of Cells � Type of System Distribution Media Manufacturer:
Conv ❑ Aggregate
SETBACK OHWM of Nav � ��a
INFORMATION P I L Bldg Well Waters °� GP ❑ Chamber Model Number:
❑ EZFIow
CELL TO � �� �- r—� �- ' �63'_ ❑ Mound l� Other
DISTRIBUTION SYSTEM X Pressure Systems Only
Header/Manifold Distribution Pipe(s) X Hole Size X Hole Observation Pipes
Length Dia Length Dia Spac Spacing ❑Yes ❑ No
SOIL COVER
- - - —
Depth Over Depth Over Depth of — Seeded/Sodded Mulched �
Cell Center Cell Edges Topsoil ❑Yes ❑ No ❑Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)
%�`����l�J o$�`( ���
� �b�a�
Plan revision required?❑Yes ❑ No �� �a �3 �� � ����� --�
Use other side for atlditional information Date POWTS Inspector's Signature Certification Number
SBD-6710(R.3/01)
AOOITIONAL COMMENTS ANO SKETCH
SANITAAY PERMIT Nl1MBEA:__ �,� _a� _
�`�� ���
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