E-one Extreme Series Installation guide

1
DH071 & DR071
Typical Installation
Instructions
& Warranty
Information
Simplex Station
70-Gal. Capacity
DRAFT FOR REFERENCE ONLY

2
Environment One Grinder Pump Feature Identication
1. GRINDER PUMP BASIN – High density polyethylene (HDPE).
2. ACCESSWAY COVER – HDPE
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. 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.
8. WET WELL VENT – 2.0” tank vent, supplied by factory in units with accessways.
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 VALVE – 1-1/4” Female pipe thread.
11. DISCHARGE LINE – 1-1/4” Nominal pipe size. Supplied by others.
13. BEDDING MATERIAL – 6” minimum depth, round aggregate, (gravel). Supplied by others.
14. FINISHED GRADE – Grade line to be 1” to 4” below removable lid and slope away from the station.
15. VENT – Indoor installation. See section 6, Venting, on page 6.
16. VALVE – Full ported ball valve. Recommended option; for use during service operations. Supplied
by others.
17. 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.
18. UNION – 1-1/4” or compression type coupling. Supplied by others. (Do not use rubber sleeve and
hose clamp type coupling.)
19. VALVE – Ball valve, must provide a full-ported 1-1/4” round passage when open. Supplied by
others.
DRAFT FOR REFERENCE ONLY

3
FAILURE TO COMPLY
WITH INSTALLATION
INSTRUCTIONS WILL
VOID WARRANTY
Figure 1a
Figure 1b
DRAFT FOR REFERENCE ONLY

4
The Environment One grinder
pump is a well-engineered,
reliable and proven product;
proper installation will assure
years of trouble-free service.
The following instructions
dene the recommended
procedure for installing
the grinder pump station.
These instructions cover the
installation of units with and
without accessways.
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 homeowner. Hardware
supplied with the unit, if any,
will be used at installation.
2. TANK INSTALLATION:
The tank is 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 grommet). Please
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.
• If the tank has no
accessway (Fig. 1b) (Indoor
Installation): The pump
may be installed on or in the
basement oor (see Fig. 1b).
If the tank is to be set on the
oor, it must be a at and level
bearing surface. If the tank is
to go into the basement oor,
it must be anchored to prevent
unit from oating due to high
ground water (see Chart 1,
page 13 for weight).
• If the tank is to go in the
oor: A hole of the correct
width and depth should be
excavated. The tank must be
placed on a 6” bed of gravel
made up of naturally rounded
aggregate, clean and free
owing, with particle size not
less than 1/8” or more than 3/4”
in diameter. The wetwell should
be leveled and lled with water
prior to pouring the concrete to
prevent the tank from shifting.
If it is necessary to pour the
concrete to a level above the
inlet, the inlet must be sleeved
with an 8” tube before pouring.
There must be a minimum
clearance of three feet directly
above the tank to allow for
removal of the pump.
• If the tank has an
accessway (Fig. 1a):
Excavate a hole to a depth
so that the removable cover
extends above the nished
grade line. The grade should
slope away from the unit. The
diameter of the hole must be
large enough to allow for a
concrete anchor. Place the unit
on a bed of gravel, naturally
rounded aggregate, clean and
free owing, with particles not
less than 1/8” or more than
3/4” in diameter. The concrete
anchor is not optional. (See
Chart 1 on page 13 for specic
requirements for your unit.)
120 VOLT WIRING
Figure 2a
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5
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.
• If the tank has no
accessway: (Indoor
Installation) The discharge
connection is 1-1/4” male NPT.
The discharge piping must
incorporate a shut-o󰀨 valve
and a union with a minimum
pressure rating of 160 psi, or
a suitable piping disconnect to
allow for removal of the pump
core. The valve should be of
the type that provides a full-
ported passage (i.e. a ball or
gate valve). A standard 1-1/4”
union or a compression type
coupling should be used as a
disconnect joint.
• If the tank has an
accessway: There is a ball
valve and a quick disconnect
pre-installed in the accessway.
There is a 1-1/4” female NPT
discharge connection on the
outside of the tank 41” above
the bottom of the tank.
5. 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 di󰀨erent 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 unit should be leveled
and the wetwell lled with water
to the bottom of the inlet to help
prevent the unit from shifting.
If your unit is a model taller
than 93” it may be shipped in
two sections, requiring eld
assembly. See Field Joint
Assembly Instructions on page
9 for additional information.
3. INLET PIPE
INSTALLATION: Mark the inlet
pipe 3-1/2” from the end to
be inserted. Inlet pipe should
be chamfered and lubricated
with a soap solution. Lubricate
the inlet grommet with soap
solution as well. Insert the pipe
into the grommet up to the
3-1/2” mark. Inspect to ensure
the grommet has remained
intact and in place.
4. DISCHARGE: The use
of 1-1/4” PVC pressure pipe
Schedule 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
240 VOLT WIRING
Figure 2b
DRAFT FOR REFERENCE ONLY

6
the native soil is sand or if a
high, uctuating water table
is expected. Class I, angular
crushed stone, o󰀨ers an added
benet in that it needs minimal
compaction. Class II, naturally
rounded stone, may require
more compactive e󰀨ort, 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-
compactable 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
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 di󰀩cult to
assure proper backlling and
compaction with dry materials.
Flowable lls should not be
dropped with more than 4
feet between the discharge
nozzle and the bottom of the
hole because this can cause
separation of the constituent
materials.
6. VENTING: The unit must
be properly vented to assure
correct operation of the pump.
If you have an indoor unit, it
can be vented through the
2” port supplied at the top of
the wetwell or through the
incoming sewer line with a 2”
pipe (the vent must be within
4 feet of the grinder pump,
and before the rst change of
direction tting).
Outdoor units are supplied
with a vent pipe from the
wetwell to the top of the
accessway. Failure to properly
vent the tank will result in faulty
operation and will void the
warranty.
7. 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 by the homeowner. 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 and 2b, alarm panel
wiring diagrams and local
codes. A dedicated 30 amp
breaker is required before all
simplex alarm panels.
8. 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).
The supply cable is shipped
inside the station with a small
portion fed through the cable
connector mounted on the
wall of the berglass shroud.
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
the vertical portion dropping
to a 24” depth at the station
and the length rising out of the
ground at the control panel.
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.
8a. Installing E/One supply
cable:
1) Open the lid of the
station. Locate the cable and
the feed-thru connector on
the wall of the shroud. If the
station has a eld joint and
was delivered in two pieces,
be sure both halves of the
EQD are securely assembled
together. 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 24” from
the EQD. **IMPORTANT: All
but 24” of the cable must be
pulled out of the station, and
the EQD and Equalizer should
be hung as high in the station
as possible 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) Position the conduit
vertically below the cable
connector along side of the
station reaching down into the
burial depth. Attach the small
berglass guard (protective
shroud) provided with the
DRAFT FOR REFERENCE ONLY

7
station to protect the exposed
cable where it enters the
station. Four self-tapping
screws are provided.
5) Run the cable
underground, in a trench or
tunnel, to the location of the
alarm panel. Leave a 6- to 12-
inch loop of cable at each end
to allow for shifting and settling.
Connections made at the panel
are shown in Figures 2a and
2b.
9. DEBRIS REMOVAL: Prior
to start-up test procedure, the
core must be removed and the
incoming sewer line ushed to
force all miscellaneous debris
into the tank. Next, all liquid
and debris must be removed.
Once the tank is clean, re-
install the pump and proceed
with the test.
10. TEST PROCEDURE:
When the system is complete
and ready for use, the following
steps should be taken to verify
proper pump and high level
alarm operation:
a) Make sure that the
discharge shuto󰀨 valve is fully
open. This valve must not
be closed when the pump is
operating. In some installations
there may be a valve, or
valves, at the street main that
must also be open.
(Ignore all Trouble
indications, LEDs and/or
messages until the panel
is reset at the end of this
procedure.)
For model DH071:
b) Turn on the alarm breaker.
c) Fill tank with water until the
high level alarm turns on. Shut
o󰀨 water.
d) Turn on pump breaker;
the pump should turn on
immediately. Verify that the
high level alarm turns o󰀨
and then the pump turns o󰀨.
Proceed to Step E.
For model DR071:
b) Fill tank with 50 gallons of
water.
c) Turn on pump and alarm
breakers; the pump and high
level alarm should turn on
immediately.
d) Verify that the high level
alarm turns o󰀨 and then the
pump turns o󰀨.
e) Clear/Reset the alarm
panel:
Sentry and T260 panels:
Reset is not required.
Protect panel: Turn pump and
alarm breakers o󰀨 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.
f) If any Trouble or alarm
conditions are indicated after
the panel is reset, contact your
local service provider.
Figure 4
TYPICAL SUPPLY CABLE
CONFIGURATION
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
DRAFT FOR REFERENCE ONLY

8
Field Joint Assembly Instructions
Parts included in Field Joint
Kit: Identify all parts before
proceeding with installation.
(16) 3/8-16 x 1-1/2 long screws
(16) 3/8-16 Elastic Stop Nuts
(32) Flat Washers
(1) Length Sealant (Sika) Tape
(1) Hole Punch
(1) Vent Pipe Extension
1) Carefully clean and dry
both accessway anges 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 inside
half of 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 Fig. 5a. 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 1-1/2” long bolts, with
a at washer, into the ange
attached to the upper part 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 with the
green stripes on each lined up.
Once aligned, lower the upper
section onto the mating ange
using the three bolts to guide it
to the proper position. See Fig.
5b.
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 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 gure 1 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.
9) In order to properly vent
the station, apply PVC primer/
cement (not provided) and
assemble the included sections
of vent pipe by using the
provided 2” PVC couplings. After
the pipe sections have been
assembled, ensure that the
bottom end of the pipe is secured
in the lower vent grommet, then
slide the top end of the pipe
through the receptacle on the
bottom of the lid.
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 5a Figure 5b
DRAFT FOR REFERENCE ONLY

9
Lifting Instructions
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.
FAILURE TO FOLLOW THESE INSTRUCTIONS COMPLETELY WILL VOID THE WARRANTY.
DRAFT FOR REFERENCE ONLY

10
Grinder Pump Station Ballast Calculation and Assumption
Any buried vessel that is submerged or partially submerged in water will be acted on by an upward
buoyant force that attempts to return the vessel to a non-submerged state. The magnitude of this
buoyant force is equal to the volume of the vessel that is submerged multiplied by the density of water.
To counteract this buoyant force, a suitable ballast is required.
Unique to the E/One model DH071, the bottom ange of the tank is designed to capture a suitable
column of backlled soil to resist the upward buoyant force. The weight of the backll soil along with the
soil shear resistance is capable of retaining the WH101 tank in the ground – when properly installed in
suitable soil conditions.
The amount of ballast needed is equal to the weight it would take to counterbalance the buoyant
forces that are exerted on the station. The total ballast force is a combination of the weight soil column
acting on the bottom ange of the tank, the weight of the tank, and the soil shear resistance. The
ballast force, the force resisting uplift of the station, must be greater than the buoyant force, the force
pushing the station up, in order to have an acceptable installation.
Grinder Pump Staon Ballast Calculaon and Assumpon
Any buried vessel that is submerged or parally submerged in water will be acted on by an upward
buoyant force that aempts to return the vessel to a non-submerged state. The magnitude of this
buoyant force is equal to the volume of the vessel that is submerged mulplied by the density of water.
To counteract this buoyant force, a suitable ballast is required. 
Unique to the E/One model WH101, the boom ange of the tank is designed to capture a suitable
column of backlled soil to resist the upward buoyant force. The weight of the backll soil along with the
soil shear resistance is capable of retaining the WH101 tank in the ground – when properly installed in
suitable soil condions.
The amount of ballast needed is equal to the weight it would take to counterbalance the buoyant forces
that are exerted on the staon. The total ballast force is a combinaon of the weight soil column acng
on the boom ange of the tank, the weight of the tank, and the soil shear resistance. The ballast force,
the force resisng upli of the staon, must be greater than the buoyant force, the force pushing the
staon up, in order to have an acceptable installaon.
Calculate the Buoyant Force:
Staon Volume x The Weight of Water Per Cubic Foot (62.4 lbs/cu ) = Buoyant Forces

Buoyant Forces – Staon Weight = Net Buoyant Force

Example: WH101-92
28.53 cu  x 62.4 lbs/cu  = 1780.3 lbs
1780.3 lbs – 270 lbs (weight of staon) = 1,510.3 lbs

Calculate the Ballast Force
1. Weight of annular soil column

Volume of contribung soil x weight of saturated soil (70 lbs/cu ) = Ballast Force from Soil

Volume of Soil Acng on Base Flange – Volume of Tank = Volume of Contribung soil


Example: WH101-92
Diameter of Universal Wet Well Base (Dbase): 30”
Largest diameter of staon (Dstaon): 28”
Height of Staon: 92”

DRAFT FOR REFERENCE ONLY

11
 󰇧
 󰇨

 󰇧
 󰇨
 
 


2. Soil Shear Resistance

Soil shear resistance can be simplied and represented as the resistance to movement or fricon
of soil granules against adjacent granules. 

E/One’s soil shear resistance method is adapted from Foundaon Analysis and Design (Joseph E.
Bowles, 1996). The loading case is Bearing Capacity of Foundaons with Upli of Tension Forces.
Simplied Formula:


Variables:
▪Angle of internal fricon between soil (φ)
▪Shape factor (empirical, lookup from table, sf)
▪Diameter of tank base ange (D1)
▪Height of tank below grade (H)
▪Depth of Soil Failure (X)




For Example: Assume 30 degree angle of internal fricon



 
󰇛󰇜 󰇛󰇜

Weight of Soil Column + Soil Shear Resistance > Net Buoyant Force
(340 lbs + 4,475 lbs) > 1,510 lb

 󰇛󰇜


 󰇛
󰇜

 
󰇛󰇜 󰇛󰇜

DRAFT FOR REFERENCE ONLY

12
Adjusting the Height of the Grinder Pump Station
TO INCREASE STATION HEIGHT 6 INCHES
1. Increasing station height can be done without cutting the station. Use the E/One Extender cover shroud
kit (ND0082G01) and follow the instructions that are included with the kit.
TO INCREASE STATION HEIGHT MORE THAN 6 INCHES or TO REDUCE THE STATION HEIGHT:
REMOVE EXISTING COVER ASSEMBLY (Fig. 6)
If your existing station has a welded-on cover shroud you will need the
appropriate replacement cover kit (see Table 2).
1. Turn o󰀨 all power to the grinder pump station.
2. Remove the tank lid and the electrical shroud.
3. Unplug the electrical quick disconnect (EQD) and remove the EQD
from the supply cable. Note: DO NOT CUT CABLE. Loosen liquid tight
cable connector and pull the supply cable out through the connector on
the side of tank.
4. Tape the pump breather cable to the vent pipe in the tank.
5. Remove the soil around the tank, exposing three of
the tank corrugations below grade. Use caution not to
damage buried cable.
6. Remove existing cover shroud.
6a. Welded-on shroud (standard) - Using a hand saw,
cut the tank in the valley between the two corrugations at
grade, discard existing welded-on shroud and attached
corrugations (shroud is not to be reused). Caution:
Be careful not to cut either the vent pipe or the pump
breather cable.
6b. Clamped-on shroud - Remove band clamp and
cover shroud.
REDUCING STATION HEIGHT (Fig. 7)
7. Using a hand saw, cut the tank in the valley
between the two corrugations at grade.
8. Cut vent pipe 4 ¾” above the cut made on the
tank. Proceed to step 16.
INCREASING STATION HEIGHT (Fig. 8 and Fig. 9)
9. Remove the soil around the tank exposing it
18” deeper than the extension being installed. For
example, if you have a 2’ extension (not including the
coupler) you must dig down 3’6” minimum from
grade; if you have a 4’ extension (not including the
coupler) you must dig down 5’6” minimum from
grade. Use caution not to damage buried cable.
10. Measure from grade down 2’ (for a 2’
extension) or 4’ (for a 4’ extension) and mark
accessway. Using a hand saw, cut the tank in the
valley between the two corrugations that are closest
to your mark. Note: Make sure the welded-on
shroud of the extension will be at grade level. Be
sure you are not cutting into the wet well and you
must have two corrugations below your cut, if there
are less than two corrugations, this extension kit can
not be used.
Caution: Be careful not to cut either the vent pipe
or the pump breather cable.
Figure 6
Figure 7
Figure 8
Figure 9
DRAFT FOR REFERENCE ONLY

13
11. Attach the vent pipe extension with the 2” vent coupling, bringing the vent well above grade.
12. Clean all dirt and debris from top four corrugations on tank. Install the 24” coupler O-ring on the tank
between the top two corrugations with the white or yellow line facing out and on top.
13. Lube extension coupler and coupler O-ring with pipe lube or dish soap.
14. Manually press coupling evenly over lubricated O-ring. If additional force is needed, place a plywood
cover over the accessway and apply gentle mechanical pressure to the coupler. Note: Care must be used
when pushing down on the coupler. Excessive force or impact may result in damage and leakage.
15. Frequent visual inspections during installation must be performed to determine when the tank has fully
engage the coupler.
INSTALL REPLACEMENT COVER ASSEMBLY (Fig. 10)
16. Clean top corrugation on accessway extension and
mating surface of replacement shroud with acetone.
17. Liberally apply the silicone sealer provided to the
under side of the replacement shroud where it will come in
contact with the accessway extension.
18. Lube wet well vent grommet and vent pipe extension
with pipe lube, non-grit hand cleaner or dish soap and
slide vent pipe through grommet until tank shroud seats to
accessway.
19. Place SS band clamp around top corrugation and the
replacement shroud. Tap with a mallet around clamp to help
seat the clamp. Torque stud assembly on band clamp to a
maximum 125 inlb.
20. Reinstall the supply cable, EQD**, tank lid and
electrical shroud and tighten cable connector. (**See “EQD
wiring order,” Table 1)
21. Follow start-up procedures to ensure proper pump operation (you will
nd the start-up instructions in our service manual or the station installation
instruction guide). PIN # COLOR
1 Brown
2 Red
3 Black
4 Grn/Yellow
5 Yellow
6 Blue
**EQD wiring order
Table 1
NOTE: IF EXISTING
ACCESSWAY HAS ONLY 2
CORRUGATIONS (Fig. 11)
- If the coupler will not
engage completely because the
discharge piping is in the way,
and it doesn’t have a cut out,
you will need to cut a slot in the
coupler.
- Using a hand, reciprocating
or hole saw, cut an arch in the
coupler; the cut-out is not to
exceed 5.50” tall or 5.00” wide.Figure 11 Figure 12
DESCRIPTION PART NO.
Simplex station NC0022G15
Simplex, ood plain cong NC0022G16
Duplex station NC0022G17
Duplex, ood plain cong NC0022G18
Table 2
Figure 10
NC0028
DRAFT FOR REFERENCE ONLY

14
DRAFT FOR REFERENCE ONLY

15
Environment One Corporation
2773 Balltown Road
Niskayuna, New York 12309–1090
Voice: [phone].6161
Fax: [phone]
www.eone.com NA0061P01 Rev F
09/23
A Precision Castparts Company
DRAFT FOR REFERENCE ONLY

16
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 su󰀩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 o󰀨 the water and
allow the grinder pump to run until it shuts o󰀨 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:
DRAFT FOR REFERENCE ONLY

17
SEWER SYSTEMS
2773 Balltown Rd • Niskayuna NY USA 12309
[phone].6161 • www.eone.com
Environment One Corporation o󰀨ers
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
DRAFT FOR REFERENCE ONLY