HomeMy WebLinkAbout014-942-35-3204-SAN-2024-002 _-''"° "``�� Department of Safety c°°°ty �
- Saw e r
- � � = & Professional Services,
= ��.\_' = Sanitary Permit Number(to be filled in by C
.,, _ � Industry Services Division �7{-�
..�z, � � � I V� �
(
Sanitary Permit Application State Transaction Number Q
In acwrdance wi[h SPS 3832((2),Wis.Adm.Code,submission of this fortn to the appropriate govemmental unit �- 9J
is required prior to obtaining a sanitary permit.Note:Application forms for state-0wned POWTS are submitted to Project Address(if different than mailing adilress)
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(I)(m),Stats. ��y�Y� ��j Sx e S ��
(.Application Information—Piease Print Ali Information
Property Owner's Name Parcel#
e��na�d �- 'ch �le e11 C��"►-9tia -35 3aoH
Property Owner s Mailing Address Property Location
P o 4 ox a d�3 G���.���
City,State Zip Code Phone Number
1'7 A uJ C.�C� 1Jv�L 5 y�y 3 ^W '/�, 5� '/4, Section�_
Il.Type of Building(check all that apply) Lot# _ T N R 09 �+or
�I or 2 Family Dwelling—Number ofBedrooms ,.3 Subdivision Name
Block# i
❑Public/Commercial—Describe Use
� ❑City of
❑State Owned—Describe Use CSM Number ❑Village of
[�Town of L e r�t-n o �
ltl.Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on line A. Check one box on tine B.Complete line C if
a licable.
� ❑New S stem
y �Rep(acement System �Other Moditication to Existing System(explain) ❑Additional PretreaUnent Unit(explain)
��I.7cro.�n�1iL�C�� t'�- \act.tv+e�n'}'
B' ❑ Holding Tank ,4y In-Grou�dGGO+n��' ❑At-Grade ❑ Mound ❑ [ndividual Site Design ❑Other Type(explain)
(conventional)w�E k
L• ❑ Renewal Before ❑ Revision ❑Change of Plumber ist Previous Permit Number and Date Issued
❑ Transter to New Owner
Expiration l�—O�/ Ej �gl�Zp�.'t
IV.DispersaUTreatment Area and Tank Information: � O�� ecrn..o�� �r a. -r`r.S X ii e e f/
Design Flow(gpd) Design Soil Application Rate(gpd/s� Dispersal Area Required(s� Dispersal Area Proposed(st) System Elevation
�1SU i • 0 8..o tiSo /a'�S � �-i7S/33S I p4. 75 �
Capacity in Total k of Manufacturer
Tank Information Gallons Gallons Units � � o � ^
New Tanks Existing Tanks � o aUi F � " � �
� a _
a. U va �, v1 i�, C7 0.
Septic or Holding Tank �-- 'O�� �a a p I a$ a 1.} Y�C t� N CCrr�C/r�'e
Dosing Chamber — �v U G v�
V.Responsibility Statement- l,the undersigned,assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name(Prin[) Plumber's Sign ure MP/MPRS Number Business Phone Number
G���d �r�CMG � �S� � �� �/5�5�0��� 3 �
Plumber's Address(Street,City,State,Zip Code)
I 3 o a�s �r�► Rd Na ��d, �z S�18 y 3
Vl.Co ty/Department Use Only
�� �r �dl ❑Disapproved Permi[Fee Da[e Issued Issuing Agent SignaWre
❑Owner Given Reason for Denial $�D�'� i �`t � �� �����
Conditions of ApprovaUReasons for Disapproval
� � �r� r� }n� �
� � f� � . [ �,A� j� . l� ��i ..
!,�E f'.�� >!%- `S \�.i �
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r �1� ��`v�'Si . �� �1�...�_�.,W_. w.....�_.___ ���,� !
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�. �k# ��t..�,.��_,��._._.n 1AN 0 9 202�
� l �-Y .- Oc71 �3 SP.WY�R COI��T�r
ZONIPdG ADMINISTr�AT'ION
Attach to wmplete plaos tor the system and submit to the County only on peper not less thao 8 1rz x 11 inches in size
�1�� 4�.
F�EC FVFIIt���l��T�R
SBD-6398(R.03/22) ISSU�.C�F'�RAIf1T
�
Residential Application
INDEX AND TITLE PAGE
All Water Treatment Systems To Be Removed From System
Project Name: Bell - Reiske's Rd
Owner's Name: Bernard L & Michelle R Bell
Owner's Address: PO Box 2013
Hayward, WI 54843
Property Address: 15484W Reiske's Rd
Legal Description: NW SW S 35 T 42 N R 9 W
Township Lenroot County: Sawyer
Subdivision Name:
Lot Number: Block Number: CSM#:
Parcel I.D. Number: 014-942-35 3204
Plan Transaction No.:
�, �, ����. ,... ., , ,w. . ... .,
Page 1 Index and title Page 9 Plot plan
Page 2 Data entry Page 10 Pump Curve
Page 3 GeoMat dist. cell drawings & calculations
Page 4 Laterai and cell cross section
Page 5 Management&contingency
Page 6 Maintenance & specifications
Page 7 Tank cross sections
Page 8 Distribution media
Gerald Froemel License Number: 950111
Date: 01/08/24 Phone Number: 715-558-1138
Signature: �
Designer Stamp: State of Wisconsin Approval Stamp:
Designed Pursuant to the
GeoMat In Ground Component Manual April 2019 Version
Page 1 of 10
in Grou�d �d t'�o$ing Distribution Component Design
Design Worksheet
All Water Treatment Systems To Be Removed From System
e n armfi on _ _ . _ � ..,...
R Residential or Commercial Design � ISD Required?
300.00 Estimated Wastewater Flow(gpd)
1.50 Peaking Factor(e.g. 1.5= 150%)
450.00 Design Flow(gpd)
1.00 Site Slope(%)
104.75 Prop. System Elevation (ft) sand&Native soil Contour
75.00 Depth to Limiting Factor(in)
1.00 In-situ Soil Application Rate(gpd/ft2)
107.65 Lowest Original Grade Ele. in System Area(ft)
108.10 Highest Original Grade Ele. In System Area (ft)
101.44 Limiting Factor Elevation (ft)
1.85 Depth Below Grade
� ,___ _
S ,, OI'1 @ Il Of'1711�IOI1
3.25 Cell Width (ft) � Number of Cells
2.00 Dispersal Cell Design Loading Rate(gpd/ft2)
2 Influent Wastewater Quality(1 or 2)
____w_
s ri ution nformation . _ ,_ _
-- .
E Center or End Manifold, Dist. Box or Drop Box
2 Number of Laterals System dosed Y
4.25 Lateral Spacing (ft)
26.75 Forcemain Drainback(gal) Does the forcemain drain back?�-�
0.50 Forcemain Filter Loss(ft)
2.00 Forcemain Diameter(in)
164.00 Forcemain Length (ft)
93.74 Inside Pump Tank Elevation(ft)
3.50 System Head(ft)x 1.3
11.78 Vertical Lift(ft)
1.39 Friction Loss(ft)
17.17 Total Dynamic Head(ft) Designer must enter friction loss and system demand (gpm)
71.75 Minimum Dose Volume(gal)
25.00 System Demand(gpm)
�c u'rer ' brma ron . _ _
Treatment Tank Information Effluent Filter Information
1000.00 Septic Tank Capacity(gal) BEST Filter Filter Manufacturer
Huffcutt Concrete, Inc. Manufacturer GF 10 Filter Model Number
Dose Tank Information Gallons/lnch Calculator(optional)
626.64 Dose Tank Capacity(gal) 626.64 Total Tank Capacity(gal)
14.92 Dose Tank Volume(gal/in) 42.00 Total Working Liquid Depth (in)
Huffcutt Concrete, Inc. Manufacturer 14.92 gal/in (enter result in cell DoseTankVolume)
Project: Bell-Reiske's Rd Page 2 of 10
In Grou�d Pian w
2 cell�Pe�Iat
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ans .._ , _ .
I 1.00 ft A 3.25 ft Basal Area Required 450 ft�
K 1 ft B 50 ft Basal Area Proposed 475 ft2
S 1.00 ft L 52 ft
. W 9.50 ft
Basal Area Calculation GeoMat Dispersal Cell Basal Area Calculation
GPD Loading Rate GPD Loading Rate
450 1 gal/sq fUday 450 2.00 gal/sq ft/day
Total 450 ftz Total 225 ftZ
Proposed 325 ft2
Number of Cells 2 GeoMat Width 3.25 ft
Cell Length 50.00 ft Lineal Feet of GeoMat Required 69.2
Min. Cell Length 34.6 ft Lineal Feet of GeoMat Proposed 100
Cell Spacing 1.00 ft NOTE:Min S dimension = 1'
System Elevation 104.75 ft
Limiting Factor 101.44 ft
Separation 3.31 ft 2�Min
Directions:
Play with cell length to get desired cell spacing, length and width. Remember system SHOULD be longer than it is
wide. It must also Satisf basal loadin rate and GeoMat cell loadin rate.
Project: Bell - Reiske's Rd Page 3 of 10
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O O U O O O O G C'i O O U O O O O U O O O �O O O
Hole spacing is every 12", 1/2"hole at 4&8 O'clock,starting 4 O'clock 6"from end and
8 O'clock Holes at 12"from end. 4"Perforated pipe may be used.
Pipe Lenath=GeoMat Lengt'�
Lateral Spacing 4.25 ft Pipe Diameter �4" in
n e r�o e _
Finished GraAc '�`�'` v`Z"'+ W V'
I , `� ��`�.•,:.'.•`'��• . ` �� ,•Bac►fill.. .' [.iflRL1t,CVC�
'.:.' .•• •-.'-. . ..• 12"-42 . : . . �.�`'.
1.85 ft - &mdC°rar°°°mmmd°d :
4"in —a plpelht` t �ihu `\.�; . F�
- '.A P'a '`---
Top of geomat to be at or 1.� " ` � GEOMAT
below original grade � I � I � I � 2■ASTM 3;�x� I � I , I � I � I �
� _ — - =__ � _ Iafiltativc Surfsce
� �J���NATIVE.SOIL.= _�^
L'slitaR f�t
75in -y T�
cv.eQ n�cq
Fmi�hed(h�de
4•IAn Dia
12"Min.
42"Max.
s�.,
Toilct Flan e Rebar
�15Q.
�fl� � mamte
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o -��5--�-:- - .
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�'i i�i i'i ��'i'i'� �'i' '� � � i��i��i�������� i � i �i���iil�'�'i'�'�'�'�'�'�'�'�
�'�'i'�'i'i'i' wrr.tt � � srcoLcr.it � 'i'i�i'� �������������8,�� �� � � �� � � �'�'�'� � �'�
;�i' 'i 'i'i'i i�iiiii�����i�i�� i i i i i'i'i'i'i''i'i'i�i�ii�'i'i�i'i'i'i'i'�i'i'i'i�i'i'i'i�i�i�i�i�i�i�i�i�
it�i�i i � �i�i �i i i�i ii� � ' i i�i�i�i' i���i i i i
�ii�i���iii�i �ii ii �iii�i iii�;�iii iiiii i��i�i�i�iii i�;ii�i�i i � i�ii1�i�i�i �i�i�
� i���i i i i ��i�i'i i 2•ASI'MG33�md�dc' ' �i�i�i�l�iii��ii���'ii i� � i� i i i i i �
ii�i�iiiiii��i i i i i�i i i i i i iii i i i��� iI 'i i1�lil� i�'ii'' '�i�i
�t�i�lii�l�l�l�l�l�l�i�l�l�l�l�l�� ��I�I���I�1�1�1�� ��1�� i�l���l�l�l�l�l�l�l�l���l�l�l���l� ��I���I�I�I�I�I�I��
1�4.75 _ ������I���I���1�1�����������������������������1��
Project: Bell-Reiske's Rd Page 4 of 10
Notes/Maintenance Requirements
MANAGEMENT PLAN
This private onsite wastewater(POWTS)has been designed,and is to be installed and maintained in accordance with SPS 383,Wis.Admin.
Code,the in-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Version 20 SPS-1 W05-P
(N.01/01). GeoMat in ground Component manual April 2019 Version.
1.This POWTS has been designed to accommodate a maximum daity flow of 45Q gRons of wastewater per day. The quality of
influent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of the following.
A monthly average of 30 mg/L fats,oil and grease
A monthly average of 220 mg/L BOD5
A monthty average of 150 mg/L TSS
Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that resWt in exceeding the enforcement
standards and preventative action limits specified in ch.NR 140Tables 1&2 at a point of standards applicatioq 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 with SPS383 Wis.Admin.Code,
and the pertaining county Private Sewage Systems Ordinance. The user's manuaL.provided to the owner of the POWTS indudes the names
and telephone numbers of the propedy 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 Commerce in accordance with SPS.384,Wis.Admin.Code.
6.If the POWTS is replaced,or its use discontinued,it shall be abandoned in accordance with SPS 383.33,Wis.Admin.Code.
NOTES
Two Effluent Filters to be installed where possible 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 cleaned 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 approximately at the end of each cell.
The plumber,or counry shall see to it that a copy of these plans including 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 gredually and not all dosed to the system at once. One large dose could cause damage.
Contact a pumper or your installer if this problem ocwrs.
The homeowner is responsible for formulating a water conservation plan that will ensure the system is rerely overloaded. LE.spread laundry
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 cracks or leaks in the tank must be corrected by replacement of the septic tank component.
Leaks in the joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water-
tight.
B.Outlet Filter.The outlet filter shall be replaced or repaired when it is either no longer capable of preventing the discharge of partides larger
than 1/8 inch or when it has become permanently degraded by clogging so as to interfere with the design flow out of the septic tank.
C.Dosing chamber and pump.The dosing chamber shall be replaced if 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 capable af functioning according to the design plan.
D.Pressure Distribution Piping.Partial clogging of the distribution network may result in unduty long dosing cycles.The ends of the
distribution laterals may be exposed and the threaded end wps removed.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 surface is strictly prahibited due to the human health hazard
created by the effluent.All failures created by surface discharge shall immediatety be reported to the appropriate county.The pump shall
then be immediately disconnected to prevent further discharge to the ground surface via the soil absorption celL 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 only aker any necessary plan approvals have been obtained from the
appropriate plan review authority and the required sanitary permit is obtained from the county.
Project: Bell-Reiske's Rd Page 5 of 10
In Ground Systort+ �r�cs ar►d OperaYion Specfficallona
Service Provider's Name Gerald Froemel Phone (715) 558-1138
POWTS RegWator's Name Sawyer County SPIA-Zoning Administration - _� Phone (715)634-828�
SVstem Flow and Load Parameters
Design Flow-Peak 450 gpd Maximum Influent Particle Size 1/8 in
Estimated Row-Average 300 gpd Maximum BODS 30 mg/L
Septic Tank Capacity 1000 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 162.5 ft� Maximum FOG 10 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL
Service Frequencv
Septic and Pump Tank Inspect and/or service once every 3 years
Effluent Filter Inspect and clean as necessary at least once every 3 years
Pump and Controls Test once every 3 ears
Alarm Should test periodically
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.April 2019.
2. Dispersal cell media conforms to GeoMat products approved for use with lhe GeoMat In Ground Component
Manual Ver April 2019. Media is covered with an approved geotextile fabric.
3. All gravity and pressure piping materials conform to the requirements in SPS 384,Wis.Adm. Code.
4. Scarification of basal area is accomplished with a rake or other tool.
5. All disturbed areas wili be seeded and mulched to prevent soil erosion and help reduce frost penetration.
La[erel Turn-up Detail
'���6-8" Diameter ��. Fnished Threaded Cleanout
-Lawn Sprinkler � ����e Plug or Ball Valve
�Box �
�o o "o'o"o"'�:� - '�.
0 0_� o o_o o� �� � Vent if i � ot Dosed
?Lateral Ends at Last Onfice whem
� � � Long Sweep 90 or Two
�45 Degree Bends Same
' � � Diameter as Lateral
�, ;�.- �-�.�:�
��.'�.y + � �__- .�i .—
� Distribution Lateral � � Lateral Cleanout �
104]5 Feet
Project: Bell- Reiske's Rd Page 6 of 10
GRAVITY-DOSED PAGE � � �r
7 OF I O
_ �
SEPTIC / PUMP TANK SPECIFICATIONS
4"fd Vent Pipe (N o S ca I e)
>10 ft from
Building Electrical must comply with
12" Min. or 2.0 ft above COMM 16 and NEC 300
Established Flood Elevation Weatherproof Extend manhole riser as necessary.
(typical) Junction Box
Approved Approved Locking Manhole
IMPORTANT: Vent Cap with Waming Label Attached
(typical)
Anchor tank(s) as necessary -�Conduit
pursuant to SPS 383.43(8)(g) a�� Min. or 2.o n above
Established Flood Elevation
� ' (rypical)
�Airtight Seal '
Finished Grade �
= Quick Disconnect
CAPACITIES 14.92 � .. ° � �a" Min.
@ gaI�II�I . a ' '. A . . � �tYPical)
d �Depth (in) Volume (gal)
,
A 21 .0 313.32 '�` � '''we�p � ��App�o�ed �o���is W�,n
� Approved Pipe 3 ft onto
B G.Q 29.84 Liquid Hole Solid Ground
A Depth Force Main (typicalJ
[C] 7.0 104.44 l Fi�ter*
11� Alarm ' *Install and maintain pursuant
D 12.0 179.04 B o� to manufacturer's instructions.
' c PUMP-OFF
Pump ELEVATION = 94.74 ft
* Pump Tank Liquid Level = 42 in �— — �off �•
° INSIDE BOTTOM
Force Main Diameter = 2 in Concrete
B'°°k ELEVATION = 93•74 ft
. : . . . . .d. � e .
Force Main Length = 164 ft 3" Approved Bedding Matenal Beneath Tank
Force Main Void Volume = 26•�3 gal
[C] Total Dose Volume (TDV) = 104.44 gal/dose
� ( < 0.2X design flow + force main void volume)
Vertical Lift = 12.01 ft
PUMP TANK: SEPTIC TANK(S):
Volume = 626.64 gal Total Volume = 1000 gal
Huffcutt Concrete Inc Huffcutt Concrete Inc
Manufacturer: Manufacturer(s):
Pump Manufacturer: Zoeller
BN98 Install approved force main filter pursuant to
PUfI"lp MOC�@I: (Seeattachedpumpcurve.) manufacturer's instructions.
Controls/Alarm Manufacturer: SJE Rhombus Filter Manufacturer: Simtech
Controls/Alarm Model: Tank Alert AB STF-100
Filter Model:
Float switches containiny mercury are prohibited.
GeoMat Distribution Cefl Media Layout
3.25 CeII Width(ft) 2.63 Sidewall to Lateral(ft)
Distribution Cell Cross-section Arrangements
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O Distribution Pipe
GeoMat is covered with approved geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout-Typical
325 Cell Width-A(ft) 50.00 Cell Length-B(ft)
End Connection Lateral Layout Diagram
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cy �NA'TI�/E.SOIL-�
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i
See details on page 4 for number,size,and spacing of laterals.
Project: Bell-Reiske's Rd Page 8 of 10
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W TOTAL DYNAMIC HEAD/FLOW
� W PUMP PERFORMANCE CURVE PER MINUTE
MODEL 98 EFFLUENTAND DEWATERING - 3„e � 6,,,
25
MODEL 98 45'e —
Feet Meters Gal. Liters �
Q 3 718
20 5 1.5 72 273
= 6 10 3.0 61 231 - � -� �
�7. � 15 4.6 45 170 � a
a 15 20 7.1 25 95
0 4 Shut-off Head: 23 ft.(7.Om) � I
f^¢x n-in uar
J � I
� �Q 009971 � i
� � I
H
2 � �
5 �
I
0 I
izv�s I
10 20�✓� 0 40 50 60 70 80 �
I
GALLONS I �
azv:a
LITERS 0 80 160 240 � �
FLOW PER MINUTE I I
SK110.:
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Electrical alternators,for duplex systems, are available and • Variable level float switches are available for controlling single
supplied with an alarm and three phase systems
• Mechanical alternators,for duplex systems, are available • Double piggyback variable level float switches are available for
with or without alarm switches variable level long cycle controls
• Refer to FM1922 and FM0806 for temperatures above 130°F
98 Series Control Selection
Model Volts-Ph Mode Amps Simplex Duplex
M98 115 1 Auto 9.4 1 4
N98 115 1 Non 9.4 2 or 3 4
�ss 230 1 Auto a.� 1 4 "Easy assembly"
E98 230 1 Non 4.7 2 or 3 4 (pump&discharge pipe
not included.)
SELECTION GUIDE
1. Integral float operated mechanical switch,no external control required. �
2. For automatic use single piggyback variable level float switch or double
piggyback variable level float switch.Refer to FM0477.
3.See FM1228 for correct model of simplex control panel.
4.See FM0712 for correct model of duplex control panel or FM1663 for a OPTIONAL PUMP STAND PIN 10-2421
residential alternator system.
• Reduces potential clogging by debris.
For information on additional Zoeller products refer to catalog on Piggyback Variable Level � Replaces rocks or bricks under the pump.
Switches, FM0477; Electrical Alternator, FM0486; Mechanical Alternator, FM0495; Sumpl • Matle Of dur8ble,noncorrosive ABS.
Sewage Basins,FM0487;Single Phase Simplex Pump Control,FM1596;Alarm Systems, � Raises pump 2"off bottom of basin.
FM0732. • Provides the ability to raise intake by adding sections of 1 Yz'
A CAUTION or 2"PVC piping.
• Attaches securely to pump.
All instaliation of controls, protection devices and wiring should be done by a • Accommotlates sump,dewatering and effluent applications.
qualified licensed electrician. All electrical and safety codes should be followed NOTE:Make sure float is free from obstruction.
including the most recent National Electrical Gode(NEC)and the Occupational
Safety and Health Act(OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
MAIL T0: P.O.BOX 16347
/%///7 Louisville,KY 40256-0347 Manufacturers of..
ZD O/ /�� ��� SH ouisOville KYC4021R 196 oad
O / . _ Q U r 1 L/T Y P U M P 6�/�N C E f�i 7 J „
�����p �� (502)778-2731 1(800)928 PUMP
www.zoeller.com ! FAX(502)774-3624
O Copyright 2012 Zoeller Co.All rights reserved. �a�L, �(� o� �