E-one Extreme Series Installation guide

1
WH48 & WR48
Series
Simplex, Duplex,
Triplex & Quadplex
Typical Installation
Instructions &
Warranty Information
486-Gal. Capacity
Grinder Pump Station

2
Environment One Grinder Pump Feature Identication
1. GRINDER PUMP BASIN – Polyethylene, with berglass accessway section (model height 92”
and taller).
2. ACCESSWAY COVER – Hinged aluminum.
3. ELECTRICAL QUICK DISCONNECT (EQD) – Cable from pump core terminates here.
4. POWER AND ALARM CABLE – Circuits to be installed in accordance with local codes.
5. ALARM PANEL – NEMA 4X enclosure and equipped with circuit breakers. Locate according to
local codes.
6. ALARM DEVICE – Every installation is to have an alarm device to alert the homeowner of a
potential malfunction. Visual devices should be placed in very conspicuous locations.
7. INLET – EPDM grommet (4.5” ID). For 4.5” OD DWV pipe (standard).
8. WET WELL VENT – 2.0” tank vent.
9. GRAVITY SERVICE LINE – 4” DWV, (4.5 OD). Supplied by others.
9a. STUB-OUT – 4” X 5’ long watertight stub-out, to be installed at time of burial unless the gravity
service line is connected during installation. Supplied by others.
10. DISCHARGE FTG – 1-1/4” Female NPT, stainless steel.
11. DISCHARGE LINE – 1-1/4” Nominal pipe size. Supplied by others.
12. CONCRETE ANCHOR – See Ballast Calculations for specic weight for your station height.
Supplied by others.
13. BEDDING MATERIAL – 6” minimum depth, round aggregate, (gravel). Supplied by others.
14. FINISHED GRADE – Grade line to be 1” to 2” below station lid and slope away from the
station.
15. CONDUIT – 1” or 1-1/4”, material and burial depth as required per national and local codes.
Conduit must enter panel from bottom and be sealed per NEC section 300.5 & 300.7. Supplied by
others.
16. REBAR – For use with precast concrete ballast. Required to lift tank after ballast (concrete
anchor) has been attached, 4 places, evenly spaced around tank.

3
FAILURE TO COMPLY
WITH INSTALLATION
INSTRUCTIONS WILL
VOID WARRANTY
Figure 1

4
The following instructions
dene the recommended
procedure for installing the
Model WH/WR48 grinder pump
station.
This is a sewage handling
pump and must be vented in
accordance with local plumbing
codes. This pump is not to be
installed in locations classied
as hazardous in accordance
with National Electric Code,
ANSI / NFPA 70. All piping and
electrical systems must be in
compliance with applicable
local and state codes.
1. REMOVE PACKING
MATERIAL: The User
Instructions must be given to
the owner. Hardware supplied
with the unit, if any, will be used
at installation.
2. TANK INSTALLATION:
The tank is typically supplied
with a standard grommet for
connecting the 4” DWV (4.50”
outside dia.) incoming sewer
drain. Other inlet types and
sizes are optional. CAUTION:
4” DR-35 pipe has a smaller
diameter and won’t create
a watertight joint with the
standard 4” SCH 40 inlet
grommet. Conrm that you
have the correct inlet before
continuing. Do not drop, roll,
or lay tank on its side. This
will damage the unit and void
the warranty.
Excavate a hole to a depth so
that the station cover extends
1” to 2” above the nished
grade line. The nished
grade must slope away from
the station cover to prevent
surface water from entering
the station. The diameter of the
hole shall be large enough to
allow for the concrete ballast
anchor. The size, shape and
shoring requirements of the
excavation will be based on 240 VOLT WIRING – SIMPLEX
Figure 2b
120 VOLT WIRING – SIMPLEX
Figure 2a

5
the soil conditions and must
be in accordance with the site
engineer’s recommendation
and safety requirements. Care
must be taken during lifting and
placement to prevent impacting
or otherwise damaging the tank
(see Lifting Instructions). Only
a non-marring sling, rated for
the load being lifted, should
be used in contact with the
tank surfaces. A pre-ballasted
tank must not be lifted with a
sling (see Lifting Instructions).
Lifting chains or cables should
not be placed in direct contact
with the tank surfaces. Fill the
excavation bottom with a 6”
deep bed of gravel, naturally
rounded aggregate, clean and
free owing, with particles not
less than 1/8” or more than 3/4”
in size.
A concrete ballast anchor is
required to prevent otation of
the tank when groundwater is
present. The concrete anchor
is not optional. The MINIMUM
concrete anchor requirements
for the WH/WR48 station are
shown in Chart 1 of the Ballast
Calculation section in this
manual. Pour approximately
1” to 2” of concrete onto the
gravel bed and place the tank
into the excavation. Ensure the
tank is properly positioned in
the excavation to support inlet
pipe (Section 3) and discharge
pipe (Section 5) connections
before pouring the concrete
ballast. The unit should be
leveled and lled with water,
about 24” deep, to prevent
shifting while the remaining
ballast is being poured. The
concrete should be vibrated, as
necessary, to eliminate voids.
If it is necessary to pour the
concrete above the inlet level
(Section 3), the inlet must be
sleeved with an 8” tube before
PI N FUNCTI ON 2000S EXT REME
1 MA NUAL RUN RED BROWN
2 L1 BLACK RED
3 L2 WHITE BLA CK
4 GND GREEN GRN/YEL
5 ALARM FEED ORANGE YELLOW
6 ALA RM RETURN BLUE BLUE
PI N FUNCTI ON 2000S EXT REME
1 MA NUAL RUN RED BROWN
2 L1 BLACK RED
3 L2 WHITE BLA CK
4 GND GREEN GRN/YEL
5 ALARM FEED ORANGE YELLOW
6 ALA RM RETURN BLUE BLUE
PI N FUNCTI ON 2000S EXT REME
1 MA NUAL RUN RED BROWN
2 L1 BLACK RED
3 L2 WHITE BLA CK
4 GND GREEN GRN/YEL
5 ALARM FEED ORANGE YELLOW
6 ALA RM RETURN BLUE BLUE
240 VOLT WIRING – DUPLEX
Figure 2d
120 VOLT DUPLEX WIRING
A DEDICATED 40A CIRCUIT BREAKER
Figure 2d
A DEDICATED 30A CIRCUIT BREAKER

6
pouring.
Concrete ballast should be
cast in-place around the tank
in the excavation (Figure 3).
Alternatively, pre-cast ballast
around the base of the tank,
may be used. Ensure that 1”
to 2” of concrete is placed
beneath the tank base if pre-
cast ballast is used. If the
concrete is pre-cast, lifting
hooks must be anchored in the
ballast to support subsequent
handling of the tank (see Lifting
Instructions). The lifting hooks
used must be adequate to
support the combined weight of
the tank and concrete ballast
and shall be sized and installed
in accordance with the site
engineer’s recommendation.
Place the ballasted tank on
the gravel bedding in the
excavated hole using the
lifting hooks. Do not lift by
any of the tank surfaces if
pre-cast ballast is utilized.
3. INLET LOCATIONS:
A 4” DWV (standard) inlet
grommet was provided with
the station for sealing the
inlet pipe at the tank wall. If
the inlet grommet penetration
was not factory installed, the
location of the tank inlet must
be determined to support nal
positioning of the tank prior to
ballast installation (see Section
2). The inlet pipe location
corresponds with the actual
or projected point where the
building sewer line intersects
the tank wall. The grade of
the inlet pipe and required
burial depth (per national
and local code requirements)
must be accounted for when
determining the inlet location.
The supply cable path
should be considered when
selecting the inlet location (see
Section 8). A 5” diameter eld
penetration of the tank wall is
required to support installation
of the (standard) inlet grommet.
This penetration must not
remove or interfere with any
of the structural ribbing on the
polyethylene tank. The inlet
grommet may be installed in
any of the allowable locations
shown in Figure 7. The inlet
penetration must be centered
in the location selected to
prevent interference with
the tank ribbing. Typical inlet
installation will be on one of
the four, 10.5” diameter raised
pads on the tank body. The
pads have been marked with
a series of locating lines to
support centering of the 5”
(standard) drilled penetration.
Any inlet installed in the
depressed panels between the
horizontal and vertical ribbing
must be centered within the
panel to provide adequate
clearance for the 6” diameter
ange on the standard 4” inlet
grommet (Figure 7). Once the
location of the inlet penetration
is selected, mark the inlet
center location on the tank
and position the tank. Using
a 5” diameter hole saw for
a standard 4” grommet, drill
through the tank wall at the
marked location. Remove any
chips or burrs from the drilled
hole. Install the provided inlet
grommet into the drilled hole.
The grommet is self-sealing
TYPICAL IN-GROUND SECTION VIEW
Figure 3

7
Figure 4
TYPICAL SUPPLY CABLE CONFIGURATION
and does not require the use of
additional sealant or adhesive.
4. INLET PIPE
INSTALLATION: Mark the
inlet pipe 3.5” from the end to
be inserted. Inlet pipe leading
edge should be beveled with
a grinder and lubricated with
a soap solution. Lubricate
the inlet grommet with soap
solution as well. Insert the pipe
into the grommet up to the 3.5”
mark. Inspect to ensure the
grommet has remained intact
and in place (Figure 7).
5. DISCHARGE: The use
of 1.25” PVC pressure pipe
SCH 40 and polyethylene
pipe SDR 11 or SIDR 7 are
recommended. If polyethylene
is chosen, use compression-
type ttings to provide a
smooth inner passage.
E/One requires that an
E/One Uni-Lateral assembly
(E/One part number
NB0184PXX or NC0193GXX)
or E/One Redundant Check
Valve (E/One part number
PC0051GXX) be installed in
the pipe lateral outside the
home between the pump
discharge and the street main
on all installations. Never use
a ball-type valve as a check
valve. E/One recommends
the valve be installed as close
to the public right-of-way as
possible. Check local codes for
applicable requirements.
CAUTION: Redundant check
valves on station laterals
and anti-siphon/check valve
assemblies on grinder pump
cores should not be used as
system isolation valves during
line tests.
There is a slide face valve(s)
and a quick disconnect(s)
pre-installed in the tank for
each grinder pump connection.
There is a stainless steel
1.25” NPT female discharge
connection(s) on the outside of
the tank to support discharge
piping connection.
Note: Models 481 and 482
will have single discharge pipe
connection; models 483 and
484 will have two discharge
pipe connections 180 degrees
apart (standard).
6. BACKFILL
REQUIREMENTS: Proper
backll is essential to the
long term reliability of any
underground structure.
Several methods of backll are
available to produce favorable
results with different native soil
conditions.
The recommended method
of backlling is to surround
the unit to grade using Class
I or Class II backll material
as dened in ASTM 2321.
Class 1A and Class 1B are
recommended where frost
heave is a concern; Class
1B is a better choice when
the native soil is sand or if a
high, uctuating water table
is expected. Class I, angular
crushed stone, offers an added
benet in that it needs minimal
compaction. Class II, naturally
rounded stone, may require
more compactive effort, or
tamping, to achieve the proper
density.
If the native soil condition
consists of clean compactible
soil, with less than 12% nes,
free of ice, rocks, roots, and
organic material, it may be
an acceptable backll. Such
soil must be compacted in
lifts not to exceed one foot to
reach a nal Proctor Density
between 85% and 90%. Non-
compactible clays and silts are
not suitable backll for this
or any underground structure
such as inlet or discharge
lines. If you are unsure of
the consistency of the native
soil, it is recommended that a
geotechnical evaluation of the
material be obtained before
specifying backll.
Another option is the use of
Power at the station must not drop below 10% of nameplate
voltage. Maximum Recommended Length:
120 Volt 60’ (min. voltage at pump — 108V)
240 Volt 150’ (min. voltage at pump — 216V)
Consult factory for longer lengths

8
Figure 5
GRINDER PUMP STAND
a owable ll (i.e., low slump
concrete). This is particularly
attractive when installing
grinder pump stations in
augured holes where tight
clearances make it difcult to
assure proper backlling and
compaction with dry materials.
Flowable lls should not be
dropped with more than four
feet between the discharge
nozzle and the bottom of the
hole since this can cause
separation of the constituent
materials.
7. VENTING: The unit must
be properly vented to assure
correct operation of the pump.
The units are supplied with
a 2” vent opening in the cover
assembly. Failure to properly
vent the tank will result in faulty
operation and will void the
warranty.
If the water level outside
of the station is expected to
rise above the surrounding
grade (ooding), a cover vent
system cannot be used. If
ood conditions are expected,
an underground (lateral) vent
system and solid cover must be
used. Consult the factory if
ood conditions are possible
where the station will be
installed.
8. ELECTRICAL
CONNECTION: (Supply panel
to E/One alarm panel)
Before proceeding, verify that
the service voltage is the same
as the motor voltage shown
on the name plate. An alarm
device is to be installed in a
conspicuous location where it
can be readily seen. An alarm
device is required on every
installation. There shall be no
exceptions.
Wiring of supply panel and
alarm panel shall be per
Figures 2a–2d, alarm panel
wiring diagrams provided with
the panel and local codes. A
dedicated 30 amp breaker is
required before a 240V duplex
alarm panel, and a dedicated
40 amp breaker is required
before a 120V duplex alarm
panel.
9. ELECTRICAL
CONNECTION: (Pump to
Panel) (Fig. 4) The grinder
pump station is provided with a
cable for connection between
the station and the alarm panel
(supply cable) for each grinder
pump. The supply cable, a six
conductor tray cable, meets
NEC requirements for direct
burial as long as a minimum of
24” burial depth is maintained.
Those portions of the cable
which have less than 24” of
cover must be contained in
suitable conduit. This includes
any vertical portion dropping
to a 24” depth at the station
and the length rising out of the
ground at the control panel
(conduit by others). NOTE:
Wiring must be installed per
national and local codes.
Conduit must enter panel from
bottom and be sealed per NEC
section 300.5 & 300.7.
9a. Installing E/One supply
cable:
1) Open the lid of the station
and locate the cable and the
feed-thru connector(s) on the
inside wall of the tank. For
each supply cable, loosen the
nut on the connector and pull
the supply cable out through
the connector until it hits the
crimped on stop feature on
the cable, approximately 36”
from the EQD. **IMPORTANT:
All but 36” of the cable must
be pulled out of the station,
and the Equalizer and EQD
should be secured in the hook
provided to ensure that the
pump functions properly. Do
not leave the excess cable in
the station.
2) Retighten the nut. This
connection must be tight or
ground water will enter the
station.
3) Feed the wire through the
length of conduit (contractor
provided), which will protect it
until it is below the 24” burial
depth.
4) Run the cable
underground, in a trench or
tunnel, to the location of the
E/One panel. Leave a 6” to 12”
loop of cable at each end to
allow for shifting and settling.
Connections made at the
panel are shown in the wiring

9
diagram provided with the
E/One panel (Figures 2a–2d).
10. GRINDER PUMP STAND
ASSEMBLY: Temporarily
rest each grinder pump on its
side. Using a block of wood
or similar object, prop up
the lower pump end to allow
installation of the pump stand.
Align the two legs of each
pump stand half with two of
the holes in the pump lower
end (Figure 5). Push the stand
legs into the pump lower end.
Using a mallet, ensure that
the stand legs bottom into the
mounting holes. Repeat for the
other stand half. Turn the pump
upright on the installed stand.
11. DEBRIS REMOVAL:
Prior to start-up test procedure,
the incoming sewer line
must be ushed to force all
miscellaneous debris into
the tank. Next, all liquid and
debris must be removed. Once
the tank is clean, install the
pump(s) and proceed with the
test.
12. INSTALL THE PUMP:
Lower the pump(s) into the
tank. Position the pump so
the pump’s discharge is on
the opposite side of the pump
relative to the discharge in
the tank. Position the pump
in the center of the tank.
Rotate to coil the discharge
hose and slide the adapter on
the discharge hose into the
receiver in the tank wall until
it seats. Push the white slider
down to open the discharge
valve. Refer to Figures 8–11
for slideface connection and
operation.
Hang power cable, breather
tubing with Equalizer, and
lifting rope to prevent them
from laying in sewage. The
Equalizer should be hung as
high as possible in the tank.
13. TEST PROCEDURE
The WH/WR48 Series
stations are provided with
the following alarm panel
arrangements to control station
operation:
Each alarm panel contains
a single-pole circuit breaker
to control station alarm level
functions (visual and audible
alarms). The alarm panel will
also contain one (simplex) or
two (duplex), circuit breakers
to control grinder pump power.
The pump circuit breaker(s) are
labeled “PUMP” in the alarm
panel.
For each grinder pump in the
station, perform the following
procedure to verify proper
installation and operation:
a) Make sure that the slide
face discharge valve(s) is
fully open for each pump
connection. This valve(s)
must not be closed when the
pump is operating. In some
installations, there may be a
valve, or valves, at the street
main that also must be in the
open position when the pump
is operating.
(Ignore all Trouble
indications, LEDs and/or
messages until the panel
is reset at the end of this
procedure.)
b) Fill the tank with
approximately 200 gallons of
water (approximately up to the
top of the grinder pump).
c) Turn on the appropriate
pump power and alarm circuit
breakers, for the grinder pump
being tested, in the alarm
panel. The grinder pump
and alarm should turn on
immediately.
d) Monitor the pump and
alarm to ensure they are
operating correctly.
The alarm will shut
off at a water level
of approximately
18” from the
bottom. The pump
will shut off at
a water level of
approximately 14” from the
bottom.
e) Turn off the pump power
and alarm circuit breakers for
the pump tested.
f) Repeat steps A through
E for the remaining grinder
pumps in the WH/WR48 Series
station.
g) Clear/Reset the alarm
panel:
Sentry and T260 panels:
Reset is not required.
Protect Panel: Turn pump
and alarm breakers off and
back on simultaneously.
Protect Plus Panels: Perform
a “cold start” from the Initialize
System menu. Any user setting
that were previously chosen
will not be reset.
h) If any Trouble or alarm
conditions are indicated after
the panel is reset, contact your
local service provider.
Model 481 1Simplex alarm panel
Model 482 1Duplex alarm panel
Model 483 1
1
Simplex alarm panel
Duplex alarm panel
Model 484 2Duplex alarm panels

10

11
Field Joint Assembly Instructions
Parts included in Field Joint Kit:
Identify all parts before proceeding
with installation.
(16) 3/8-16 X 2” long screws
(16) 3/8-16 Elastic Stop Nuts
(32) Flat Washers
(1) Length Sealant (Sika) Tape
(1) Hole Punch
1) Carefully clean and dry
both accessway anges and
the tank top ange with solvent.
IMPORTANT: Sealing surfaces
must be dry to ensure the
sealant adheres correctly.
2) Starting at one hole of tank
ange, apply two layers of Sika
Tape around the ange. Align the
outside edge of the tape with the
bolt circle. Move to the adjacent
hole and apply one layer of Sika
Tape around the outside of the
ange. Align inside of tape with the
bolt circle. Remove the backing
paper as you lay the adhesive
on the ange. Do not stretch
Sika tape during application,
it may result in a leak. The
tape should overlap at the end
by approximately 1/2 inch, as
shown in Figure 6a. If a section
of Sika Tape is misapplied, the
bad section may be cut out and
replaced. Cut away the poorly laid
portion cleanly with a knife and be
sure to over lap the tape at each
end about 1/2 inch.
3) Using the tool provided,
punch a hole through the tape at
each of the 16 existing bolt holes
in the ange. Be careful to keep
the exposed sealant clean and
dry.
4) Insert three of the sixteen
3/8-16 x 2” long bolts, with a at
washer, into the ange attached to
the lower end of the accessway.
These will act as guides while
aligning the bolt pattern of the two
anges.
5) Support the upper accessway
section a few inches over the tank.
Align the aluminum cover locking
hasp on the berglass accessway
section with the stainless steel
discharge connection on the
polyethylene tank (Figure 6b).
Once aligned, lower the upper
section onto the mating ange
using the three bolts to guide it to
the proper position. See Figure 6c.
6) Insert the remaining 13 bolts
with at washers into the anges.
Place a at washer and elastic
stop nut on the end of each bolt,
turning the nut on just enough to
hold the washer in place.
7) Tighten up the bolts until
the sealant begins to squeeze
out from between the anges.
To ensure a consistent, sturdy
seal tighten them in the following
sequence: 1, 9; 5, 13; 3, 11; 7, 15;
2, 10; 4, 12; 6, 14; 8, 16. Always
be sure to tighten one bolt and then
the bolt at the position 180° from it,
see Figure 6a for position numbers.
8) Using the same sequence as
in step 7 tighten each bolt to 60 in-
lbs. Visually inspect the joint, each
bolt and each nut should have a at
washer between it and the ange,
and a uniform amount of sealant
should be protruding from the seam
along the entire perimeter.
In the event that there are
any voids in the sealant, the
joint may leak. Take corrective
actions if necessary and be sure
that the joint is leak free before
continuing.
IT IS EXTREMELY IMPORTANT THAT THE JOINT IS SEALED PROPERLY BEFORE BACKFILLING.
EXCAVATING A UNIT FOR REPAIR IS VERY EXPENSIVE AND CAN BE EASILY AVOIDED BY USING
PROPER CAUTION DURING THE FOLLOWING PROCEDURE.
Figure 6a Figure 6c
Figure 6b

12
Figure 7
ALLOWABLE INLET LOCATIONS
INLET INSTALLATION

13
Figure 8
Figure 9
Figure 10
Figure 11

14
Lifting Instructions
FAILURE TO FOLLOW THESE INSTRUCTIONS COMPLETELY WILL VOID WARRANTY.
1. Transporting unit to
installation site: Always lift a
unit from the bottom for the
purpose of transportation.
The station should be
received attached to a pallet
for this purpose. Never roll a
station or move it on its side.
2. No Ballast (to be poured in
place): If the concrete anchor is
to be poured while the station
is in place lift the unit using 2
nylon straps wrapped under
the tank ange to make a sling,
as shown below. Keep station
oriented vertically to avoid any
damage.
3. Precast Ballast: Never
lift a station that has a ballast
attached by any means except
the rebar. The weight of the
concrete will damage the
station if you attempt to lift it
from any part of the station.

15
E/One Grinder Pump Station Ballast Calculations
Sample Calculation — Station Height of 92”
Volume of Station = 85.1 ft3
Station Weight = 440 lbs
Station Height = 7.6 ft
A. Buoyant Force
1. The buoyant force acting on the submerged WH/WR48 is equal to the weight of the displaced
water for the section of the tank that is submerged.
F
buoyant = (density of water)(volume of station)
= (62.4 lbs/cu ft)(85.1 cu ft)
= 5313 lbs
2. The net buoyant force acting on the station (Fnet-buoyant) is equal to the buoyant force (Fbuoyant)
minus the weight of the station tank.
F
net-buoyant = 5313 lbs – 440 lbs
= 4873 lbs
B. Ballast Force
1. Determine the volume of concrete and soil
Section I: Used To Determine The Volume Of Concrete
(Note: 4.0 ft = assumed inside diameter of concrete ballast ring around tank’s bottom ange)
Volume = (Height)(Area)
= (.83 ft)(π)((5.6 ft)2 – (4.0 ft)2) / 4
= (.83 ft)(12.06 ft2)
= 10.1 ft3
Section II: Used To Determine The Volume Of Saturated Soil
(Note: 4.3 ft = assumed inside diameter of soil column around tank’s maximum diameter)
Volume = (Height)(Area)
= (7.6 ft – .83 ft)(π)((5.6 ft)2 – (4.26 ft)2) / 4
= (6.7 ft)(10.1 ft2)
= 67.7 ft3
2. Determine the combined ballast
Ballast (total) = Ballast (concrete) + Ballast (saturated soil)
= (Vconcrete)(density concrete in water) + (Vsoil)(density saturated soil)
= (10.1 ft3)(87.52 lbs/ft3) + (67.7 ft3)(70 lbs/ft3)
= 884 lbs + 4739 lbs
= 5623 lbs
C. Subtract the buoyant force from the ballast force to determine the nal condition
Final Condition = Ballast Force – Net Buoyant Force
= 5623 lbs – 4873 lbs
= 750 lbs (excess ballast)

16
E/One Grinder Pump Station Ballast Calculations
Sample Calculation
The approach outlined on the previous page may be used
to calculate the ballast requirements listed below.
Chart 1
* Volume calculated is for minimum dimensions given. Minimum dimensions must be met or exceeded
for actual application.
Station
Height
(in)
Station
Volume
(cu ft)
Fnet
Buoyant
(lbs)
Tank
Weight
(lbs)
Fballast
(lbs)
Volume
Concrete
(cu ft)*
Weight
Concrete
in Air
(cu ft)*
Min
Diameter
of
Concrete
Anchor (in)
Min
Thickness
of
Concrete
Anchor (in)
75 71.6 4088 380 4706 10.1 1515 68 10
92 85.1 4873 440 5623 10.1 1515 68 10
98 90.1 5175 445 5980 10.1 1515 68 10
104 95.0 5478 450 6330 10.1 1515 68 10
110 99.9 5780 455 6687 10.1 1515 68 10
116 104.8 6083 460 7037 10.1 1515 68 10
122 109.8 6385 465 7394 10.1 1515 68 10

17

18
Environment One Corporation
2773 Balltown Road
Niskayuna, New York 12309–1090
Voice: [phone].6161
Fax: [phone]
www.eone.com NA0251P01 Rev E
10/18
A Precision Castparts Company

19
User Instructions for the Environment One Grinder Pump
General Information
Your home is served by a low pressure sewer system; the key element is an Environment One grinder pump.
The tank collects all solid materials and wastewater from the house. The solid materials are then ground to a
small size suitable for pumping as a slurry with the wastewater. The grinder pump generates sufcient pressure
to pump this slurry from your home to the wastewater treatment receiving line and/or disposal plant.
This device complies with Part 15 of the FCC rules. Operation is subject to the following two conditions: 1) this
device may not cause harmful interference; and 2) this device must accept any interference received, including
interference that may cause undesired operation. Any changes or modications not expressly approved by the
party responsible for compliance could void the user’s authority to operate this equipment.
Care and Use of your Grinder Pump
The Environment One grinder pump is capable of accepting and pumping a wide range of materials, and an
extensive grind test is required in order to obtain NSF approval. However, regulatory agencies advise that the
following items should not be introduced into any sewer, either directly or through a kitchen waste disposal unit:
Glass Seafood shells Diapers, socks, rags or cloth Syringes
Cotton swabs Personal/cleaning wipes & sponges Disposable toothbrushes Latex/vinyl items
Metal Plastic objects (toys, utensils, etc.) Kitty litter Dental oss
Aquarium gravel Sanitary napkins or tampons Cigarette butts
Caution: Kitchen garbage disposals do not keep grease/oil out of the plumbing system
In addition, you must never introduce into any sewer:
Explosives Strong chemicals Lubricating oil and/or grease
Flammable material Gasoline
Items introduced into the sewer system from your home can potentially impact the water environment. Proper
disposal of household wastes such as window cleaners, unused/expired pharmaceuticals, paint thinners, fats,
fruit labels, etc. is important. For more information, visit http://www.wef.org.
Periods of Disuse
If your home or building is left unoccupied for longer than a couple of weeks, perform the following procedure:
Purge the System. Run clean water into the unit until the pump activates. Immediately turn off the water and
allow the grinder pump to run until it shuts off automatically.
Duplex Units. Special attention must be taken to ensure that both pumps turn on when clean water is added to
the tank.
Caution: Do not disconnect power to the unit
Power Failure
Your grinder pump cannot dispose of wastewater without electrical power. If electrical power service is
interrupted, keep water usage to a minimum.
Pump Failure Alarm
Your Environment One grinder pump has been manufactured to produce an alarm signal (120 volt) in the
event of a high water level in the basin. The installer must see that the alarm signal provided is connected
to an audible and/or visual alarm in such a manner as to
provide adequate warning to the user that service is required.
During the interim prior to the arrival of an authorized service
technician, water usage must be limited to the reserve
capacity of the tank.
For service, please call your local distributor:

20
SEWER SYSTEMS
2773 Balltown Rd • Niskayuna NY USA 12309
[phone].6161 • www.eone.com
Environment One Corporation offers
a limited warranty that guarantees
its product to be free from defects in
material and factory workmanship
for a period of two years from
the date of installation, or 27
months from the date of shipment,
whichever occurs rst, provided
the product is properly installed,
serviced and operated under
normal conditions and according to
manufacturer’s instructions. Repair
or parts replacement required as a
result of such defect will be made
free of charge during this period
upon return of the defective parts or
equipment to the manufacturer or its
nearest authorized service center.
Limited Warranty
For E/One Extreme D-Series,
W-Series & Upgrade
Model Number: ______________________
Serial Number:_______________________
Installation Date: _____________________
E/One SewersTM