Endura XL100 Owner's manual

GRE ASE I NTER CEP TOR
GREAS E INTE RCE PTOR
GRE ASE I NTER CEP TOR
GREAS E INTE RCE PTOR
GREASE INTERCEPTOR
GREASE INTERCEPTOR
GREASE INTERCEPTOR
GREAS E INTE RCE PTOR
GREASE INTERCEPTOR
GREASE INTERCEPTOR
GR EAS E INT ERC EPTOR
GREASE INTERCEPTOR
INSTALLATION, OPERATION & MAINTENANCE
WARNING! As a plumbing appurtenance your Endura® grease interceptor MUST
be isolated from the drainage system in the event that nal drain
testing or other system pressure testing is required. DO NOT under
any circumstances subject your interceptor to pressure test (Air,
Water or Otherwise). This action will result in damage to the unit,
invalidate your warranty and could cause serious bodily injury.
X
DO NOT PRESSURE TEST
RISK OF SERIOUS INJURY
Manual 40100-32
05/17
Canada
Tel: [phone]
1-800-461-1771
Fax: [phone]
U.S.A
Tel: [phone]
1-888-461-5307
Fax: [phone]
*
Technical Support
[e-mail]

- 2 -
GREASE INTERCEPTOR
GREASE INTERCEPTOR
GRE ASE IN TERC EPTOR
GREASE INTERCEPTOR
MANUAL
LIFTING
POINTS
FACTORY PLUMBED
3-WAY OUTLET
SYSTEM
REMOTE PUMP READY
AIR & WATER TIGHT
EXTENSION SYSTEM
INTEGRATED LIFTING
LOCATIONS
CLOSED RIBS FOR
FLOTATION RESISTANCE
INTEGRATED TIE DOWN
LOCATIONS
CORRUGATED WALLS
FOR STRENGTH
LOAD RATED
COVER & FRAME
CUT TO SUIT RISER
EXTENSION
BUILT-IN HEIGHT
ADJUSTMENT
AIR BALANCED
ENVIRONMENT
TANK PROFILE
RESISTS
FLOTATION
Features Overview
About Your Purchase:
The Endura® XL grease interceptor and it associated products are the latest addition to the proven line of Endura®
Grease Management products.
We have spent many thousands of hours in the development of Endura® XL, our aim being simple – to produce
the industry’s best Hydromechanical Grease Interceptor.
From the ground up, Endura® XL has been ‘Engineered for Easy’. Working with distributors, installers, engineers,
jurisdictional ocials, pumpers and of course restaurant operators across North America, we have taken all of
the feedback gained and rolled it into one comprehensively designed solution to meet as broad a range of these
requirements as possible.
Endura® XL is the most widely evaluated and approved hydromechanical interceptor in the current marketplace,
being successfully tested by independent third parties to meet all requirements of PDI G-101, ASME A112.14.3
(Type A & C) / NSF ES15741 and CSA B481.1.
*Endura brand products manufactured by Canplas Industries.

- 3 -
Glossary of Terms
Table of Contents
HGI: Industry abbreviation for Hydromechanical
Grease Interceptor. By denition an HGI is designed to use
managed ow, air entrainment and specically designed
features to provide an enhanced level of separation
eciency, removing non petroleum FOG (Fats, Oil and
Grease) from a transition ow of waste water, generated by
commercial foodservice activities (Restaurants, Cafeterias,
Institutional Kitchens , Sandwich Shops and Coee houses
for example). HGI’s are performance tested for eciency of
grease separation based on National Standards.
Operational Cost Index =1
GGI: Industry abbreviation for Gravity Grease
Interceptor. By denition a GGI has a minimum of 350USG
capacity and in operation 500USG to 1500USG of capacity
are most common. No ow control device. Separation
of FOG based on capacity and retention time of water
(minimum 30 min. to exchange volume). At this time no
performance Standards are published for GGI’s.
Operational Cost Index HGI = 5 GGI = 10+
GRD: Industry abbreviation for Grease Removal
Device. Designed rstly as an HGI, a GRD uses a heat source
and a timed or sensor based skimming (or draw-o ) device
to remove accumulated FOG from the separation chamber
into an external container for collection and disposal. These
units require daily maintenance for management of food
solids. Operational Cost Index HGI = 2.5 GGI = 5
AHJ: Authority Having Jurisdiction. This can be
one or more government departments - for example plan
check/review, building, plumbing, pretreatment, sewer and
waste water. Bottom line...those who enforce the rules and
regulations.
Cost Index: A way of indicating the relative cost
of dierent types of interceptor to each other for broad
comparison purposes. This includes product purchase,
installation cost and typical maintenance.
25% Rule: The rule of thumb, sometimes mandated
by jurisdiction, used to determine frequency of pump
out for GRAVITY GREASE INTERCEPTORS. The 25% refers
to the combined volume or retained FOG and food solids
which shall not exceed 25% of the working volume of the
interceptor. This rule should not typically be applied to HGI’s
particularly those with extended capacity.
Air Entrainment: Mixing of air with Inuent using
a ow control device. Air and grease are attracted to each
other, the air wanting to separate more easily than grease.
Because they become mixed together the air increases the
eciency of separation.
Euent: Waste water containing little to no FOG,
being discharged out of the interceptor.
Inuent: Waste water containing uncontrolled
and variable levels of FOG based on the nature and
practices of the foodservice operation.
Separation Chamber: Zone inside the
interceptor where grease separates from water and is
retained.
– Available online – Mobile Friendly
– Best Management Practices
BMP
Page
Features Overview 2
Glossary 3
Quick Start Installation Guide 4
Technical Information 6
Installation Specifications 8
Installation 11
Installation - Flow Controls 12
Remote Pump (optional) 13
Page
Installer Checklist 14
Operation 15
Maintenance 16
Pumper Checklist 18
Trouble Shooting 19
Frequently Asked Questions 20
Warranty 23
Registration Card 24

Quick Start Guide
- 4 -
Quick Start Guide
Before you begin, be sure to review this document in full for important information regarding
the installation process. Also, ensure that the interceptor purchased is correctly specied and
sized for the intended installation. Be sure to reference and be familiar with local code and
municipal FOG Program requirements. The Authority Having Jurisdiction (AHJ) can be your
best friend and your worst enemy.
1. Prepare your
installation area
If installing in-oor or below grade excavate as required
to accommodate the interceptor and ensure safe
working practices. Refer to Installation Specication
section of this document (See Page 8-10).
3. Select preferred outlet connection
Connect your inuent drain to the tank inlet (“IN”). Select the preferred outlet
connection from the pre-plumbed connection ports oered – marked “OUT”.
Side connection is accessed by removal of the caps supplied, that cap then being
used to seal the end outlet.
2a. In ground/oor
Remove all packaging, including the skid. Conrm ow direction,
lower in and level interceptor accounting for anticipated surface
nish requirements.
Note: For installations where high ground water is anticipated,
once located pour at least 8”of concrete on top of your prepared
base, to ll an area around the perimeter of the tank. This will prevent
otation. For alternative methods of anchoring (See Page 8-10).
2b. On oor/oor below
Remove all packaging including the skid. Locate the interceptor so as to allow for accessibility
when conducting maintenance and regular cleaning. Set the interceptor on a rm, level
surface ensuring tank is equally supported.
When full the weight of the tank is signicant (XL75 Approx. 1300lbs [590kg]),
XL100 Approx. 2150lbs [975kg])
For suspended application engineering service by a qualied engineer will be necessary.
A minimum safety factor of 2 shall be applied in calculation/design.
Concrete Anchor
Base (if anchoring
is required)
Min.
6"
Inle
tO
utlet
Min.
12"
Min.
12"
Min.
8"
6" Minimum Base
of Crushed aggregate
material approximately
3/4" size rock, pea
gravel or sand
Ensure adequate room for
piping connections
and inspections
Ensure adequate room for
piping connections
and inspections
GREASEINTERCE PTOR
GREAS E INTERCEP TOR
GREASEINTERCE PTOR
GREASEINTERCEPT OR
Cleanout
GREASEINTERCE PTOR
GREASEINTERCEPT OR
GREASEINTERCE PTOR
GREASEINTERCEPT OR
OUTSIDE -
SIDE - OUT
END - OUT
IN
OUT
IN
Cleanout
Cleanout
External
Flow
Control
Cleanout
Max. 25ft
FCD Air Intake
PDI
External Flow
Control. Located
as close as possible to
the last fixture
Cleanout Cleanout
Sink
Flow
Max. 25ft
(for PDI)
PDI
External Flow
Control installation
Cleanout
Cleanout
FCD Air Intake
Sink
InletOutlet
4. Installations with External Flow Control
(PDI G-101/ASME A112.14.3 - Type A)
See page 6 for
cleanout part numbers
Min. Base
Anchoring
(if required)
Level end to end
Flow Direction
Level side to side
For PDI G-101/ASME A112.14.3 (External Flow Control)–
Install the ow control device (purchased separately)
upstream, after the last branch connection discharging to the
interceptor. A maximum of 25ft from last branch discharge
to the entry of the interceptor is required to meet published
recommendations. See Page 12 for connection formats.
Plumbing code typically requires provision of a cleanout
to grade immediately before and after the inlet and outlet
connections.

Quick Start Guide
- 5 -
Native
soil
Min.
6"
Fill with water to static level
Fill with water to static level
Native soil
Concrete slab
Continue fill of
Crushed aggregate
material approximately
3/4" size rock,
pea gravel or sand
Continue fill of
Crushed aggregate
material approximately
3/4" size rock,
pea gravel or sand
6. Replace cover(s) and backll
Replace cover(s) and protect with cardboard or similar
during back lling. Backll per specication (See Page 8).
If installing Remote Pump option do so now (See Page 13)
5. Fill tank
Fill tank with water to static water level. This provides stability
and crush resistance during backlling. Check connections made
for any leaks.
For inspection testing DO NOT PRESSURE the tank. Plug
lines inside interceptor to test upstream and downstream
integrity.
7. Riser Extensions (optional)
Depending on your application, extend the tank risers
(using 40100AX35) to grade/oor level. Be sure to account
for nishing. (Refer to Manual 40100X35-8 – Riser Extension
Installation Guide)
8. Finish to grade / oor
For in ground applications with vehicular trac, the upper 8”requires a
reinforced concrete slab. Refer to the Installation Specication section of
this document (See Page 8-9). This details backll materials and concrete
reinforcement requirements.
If installing in internal application with tiled oor, ensure adequate
protection to prevent mortar from covering bolts, and/or entering
around cover perimeter.
9. Completion documentation
Having completed installation and successful inspection, hand-over to the client all installation documentation, with page 14
completed. Fill out your sections of the Limited Lifetime warranty registration (See Page 24).
If submitting on behalf of your client you can do so at www.EnduraWarranty.com or by sending to the locations shown on
the back cover of this document.
72”
Maximum
height
72”
Maximum
height
Vehicular traffic reinforced concrete
Reinforced concrete pad for traffic rated installations
8"
8"
WARNING!
X
DO NOT
PRESSURE TEST.
RISK OF SERIOUS
INJURY.
For Spec See Page 8-9

Technical Information
- 6 -
19
13
9
10
1 52 63 74 8
11 12
15
14
20 21
22
18
16 17
Mechanical
Joint couplings
(by others)
All images are for illustrative
purposes only. Actual parts
my dier.
Air Balance/
Sampling Cap
is ESSENTIAL to
the operation of
the interceptor.
Endura® XL Tank Components
Item # Description Qty Part #
1 Endura® XL 75gpm tank 4”Spigot connections with S Rated Lids 1 4075A04
2 Endura® XL 75gpm tank 4”Spigot connections with M Rated Lids 1 4075A04M
3 Endura® XL 75gpm tank 4” Threaded connections with S Rated Lids 1 4075A04T
4 Endura® XL 75gpm tank 4” Threaded connections with M Rated Lids 1 4075A04MT
5 Endura® XL 100gpm tank 4”Spigot connections with S Rated Lids 1 40100A04
6 Endura® XL 100gpm tank 4”Spigot connections with M Rated Lids 1 40100A04M
7 Endura® XL 100gpm tank 4” Threaded connections with S Rated Lids 1 40100A04T
8 Endura® XL 100gpm tank 4” Threaded connections with M Rated Lids 1 40100A04MT
9 75gpm Replacement Dynamic Bae Assembly 1 4075ARDB
10 100gpm Replacement Dynamic Bae Assembly 1 40100ARDB
11 Internal Flow Control Plate - 75gpm 1 4075-21
12 Internal Flow Control Plate - 100gpm 1 40100-21
13 Endura® XL Air Balance/Sample Port Cap 1 40100-33
14 Cover Seal 2 40100-4
15 Tamper Resistant Cover Fasteners 2 40100ARSB
16 Endura® XL Cover - Trac Rated CSA B481.0 Type‘S’ 2 40100ARCS
17 Endura® XL Cover - Pedestrian/Light Trac Rated CSA B481.0 Type ‘M’ 2 40100ARCM
External Flow Control - for PDI/ASME Type A applications
18 Endura® XL External Flow Control - 75gpm 1 4044275
19 Endura® XL External Flow Control - 100gpm 1 40442100
Parts Purchased - Recommended Installation
20 4” 2-Way Cleanout - Sewer x Sewer x DWV 1 414150BC
21 4” 2-Way Cleanout - Sewer 1 414155BC
Parts Purchased - Remote Pump Application
22 Remote pump pipe seal (optional) 1 40100TPS3
Parts Overview
Access Covers
Trac Rated CSA B481.0Type‘S’
Pedestrian/LightTrac Rated
CSA B481.0Type‘M’
Grade
.625" Raised Cover
Cover Flush to Grade
Grade
.625" Raised Cover
Cover Flush to Grade
300 lb
135 kg
300 lb
135 kg
2000 lb
907 kg
10,000 lb
4536 kg
M
300 lb
135 kg
300 lb
135 kg
2000 lb
907 kg
10,000 lb
4536 kg
S

Technical Information
- 7 -
Specication:
Sample specication clause.
Contractor shall install a Endura® XL Hydromechanical Grease Interceptor (HGI), Part No. 40100A04 q, 40100A04M q,
4075A04 q, 4075A04M q(See page 6 table), and rated to 100GPM q75GPM q(Indicate as Applicable) independently third-party
certied to the current version of PDI G-101, ASME A112.14.3, NSF ES15741 and CSA B481.1. Approved alternate is permissible providing
written compliance to the following is provided and validated. For threaded (FTP) connection sux part number with T q (Tick if required).
Where an internal ow control is desirable and acceptable to the Authority Having Jurisdiction (AHJ), the interceptor shall be rated and
approved to ASME A112.14.3 Type C. The ow control shall be accessible for cleaning and inspection up to the maximum burial depth of
72” regardless of the application and when requiring Riser Extension, the installing contractor will extend the opening device according
to manufacturers published instructions. The outlet system will provide facility for connections to be made perpendicular to the inlet
connection. Connection formats will be compliant with requirements of AHJ and the performance standards identied above. Contractor
shall provide mechanical joint connectors or requisite materials to connect the grease interceptor to the drainage system, additionally
making adequate provision for management of food debris and solids.
Interceptor shall be furnished with two (2) access covers, maximizing internal visibility for inspection and maintenance when removed.
These covers shall be capable of withstanding a proof load of 20,000lbs, approved for application at temperatures from -20˚F to +100˚F
(-29˚C to +38˚C) and will be mechanically secured when operational.
The interceptor tank shall be constructed with seemless engineered thermoplastics, evaluated and approved to the material performance
requirements of CSA B481.0
The interceptor shall additionally; operate with an air-balanced environment to equalize variation in internal pressures being controlled
and maintained with an appropriately sized air balance means; be supported by a Lifetime Warranty against manufacturing defect.
For approved Plumbing & Drainage Institute (PDI) installation, an accessible ow control 40442100A q, 4044275A q
40442100AT q, 4044275AT q(Indicate as applicable) with molded orice and removable access cap will be installed upstream of
the interceptor, being vented and installed according to manufactures instructions and the currently published version of PDI G-101.
Interceptor will be located within 25ft developed pipe run of the last connected appliance for standard compliance. Where applicable
a secondary ow control will be employed in installations where there is greater than 8ft of vertical elevation between the kitchen
discharge appliances and the interceptor inlet.
Air Intake can be connected to building
vent system or be independently to the
atmosphere based on local code.
• Flow Control
• Flow Control
Pipe by
others
• Air Intake Tee
• Air Intake Tee
Connection
Iron Pipe Size
(Solvent weld)
4” h x h
A 6.13”
(155.7mm)
B 6.84”
(173.7mm)
C -
4” h x h
3.19”
(81mm)
5.04”
(128mm)
2.72”
(69.1mm)
Capacities
External Flow
Control Dimensions
For full CAD, BIM Models
and 3 Part Master Format
Specs visit www.arcat.com
Search keyword “endura”
CAD BIM SPECS
®
Endura XL75 Endura XL100
• Part Number 4075A04
4075A04M
40100A04
40100A04M
US Gallons Per Minute - GPM (L/Sec) 75 (4.74) 100 (6.3)
Average Eciency % (ASME
A112.14.3) >98% >98%
Operating Temperature Capabilities 160˚F
(71˚C)
160˚F
(71˚C)
Cover Load Rating- CSA B481.0
S10,000 lb (4536 kg)
M2000 lb (907 kg)
S10,000 lb (4536 kg)
M2000 lb (907 kg)
CSA B481.0
Min. Test Load for Approval
S20,000 lb (9072 kg)
M4000 lb (1814 kg)
S20,000 lb (9072 kg)
M4000 lb (1814 kg)
Unit Weight (Empty) 233 lb
(106 kg)
283 lb
(128 kg)
Liquid Capacity 158 gal
(598 L)
257 gal
(973 L)
Connection size
(mechanical joint only)
4” 4”
Min. Grease Capacity - lb (kg) 150 (68.2) 200 (90.8)
Grease Capacity Actual
(ASME A112.14.3) - lb (kg)
† NSF ES 15741
559 (253)†1058 (480)†

Installation Specications
- 8 -
4"
the unit footprint
Concrete Pad
must extend
18" outside
45.00°
2 1/2" Min.
18" outside the unit footprint
Concrete Pad must extend
8"
4"
Top View
Rebar
Finished Grade
Rebar
CONCRETE SLAB DETAIL FOR TRAFFIC LOADING
(INTERIOR OR EXTERIOR)
Elevation View
(Connecting pipe and fittings by others)
For unit details see specification sheet for selected unit
SIDE VIEW DETAIL
(INTERIOR OR EXTERIOR)
EXCAVATION AND BACKFILL DETAIL
DIMENSIONS
72”
Maximum
height
Native soil
Concrete slab
Crushed aggregate
material approximately
3/4" size rock, pea gravel
or sand
6”Min. base crushed
aggregate material
approx. 3/4" size rock,
pea gravel or sand
95 proctor.
unit (by others) Clean out to grade
Flow
on outlet pipe of each
tee (414155BC) 2-Way cleanout
tee (414155BC) 2-Way cleanout
mechnical joint coupling (by others) Standard 4”
mechnical joints
coupling (by others)
Standard 4”
on inlet pipe of each Clean out to grade unit (by others)
Flow
72”
Maximum
height
50”
26”
22”
14
29”
79”
32” 39.5”
59”
43”
Risers to grade
MATL: PE
DESCRIPTION:
DWG BY: L.S.
DWG NUMBER: XL75BGT
4075A04 4075A04T 4075A04M 4075A04MT
Endura XL grease interceptors are rated and supplied with an internal flow control system already in place. They do not require an external flow control system or air intake vent unless specified by local code requirements or being operated as a PDI G-101 installation. Endura XL grease interceptors are only to be installed in the manner and for the application shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. Full instructional information supplied with every interceptor.
NOTES:
PROPRIETARY AND CONFIDENTIAL - © Canplas 2017
Canplas Industries Ltd. 500 Veterans Drive, Box 1800 Barrie, Ontario, Canada L4M 4V3 CAN: 1-800-461-1771 USA: 1-888-461-5307
DATE: MAY, 2017 REV: 1.2
Endura brand products manufactured by Canplas Industries Ltd.
Endura® XL - EXTERIOR BELOW GRADE INSTALLATION INSTRUCTIONS BELOW GRADE INSTALLATION INSTRUCTIONS 1. EXCAVATION 1.1 Install the Endura ® XL unit(s) as close as possible to xtures being serviced, ideally within 25ft of developed pipe run from the last xture to the inlet of the interceptor. 1.2 Width and length of excavation shall be minimum 12”greater than the tank dimensions on all sides. 1.3 Depth of excavation shall be at least 6”deeper than tank bottom. 1.4 IMPORTANT: Maximum burial depth 6ft (72”) measured from the air balance channel (EnduraXL Logo) to nished grade/oor level. Riser extensions available (40100AX35) - (see below). 1.5 Set the tank on well-packed crushed aggregate material approximately 3/4”size rock, pea gravel or sand.When setting Endura® XL units they must be level laterally and longitudinally. 1.6 Endura® XL tanks are specically designed to resist bouyancy in high water table conditions. Additional anchoring may however be necessary as determined by the specifying engineer. Tie-down locations are incorporated to the tank and can be used in conjunction with coated stainless steel cable and an applicable anchor method based on subsoil. Specific requirements to be determined by specifying engineer. 2. BACKFILLING & FINISHED CONCRETE SLAB (TRAFFIC LOAD RATED) Endura® XL is supplied standard with trac rated covers designed in accordance with AASHTO 304 – H20 (16,000lbs) and approved to CSA B481.0 Class‘S’-20˚F to +100˚F (-29˚C to +38˚C) 2.1 Preparation of sub grade per local jurisdictional recommendations. 2.2 Stabilize and compact sub grade to 95% proctor per Excavation information above. 2.3 Fill tank with water (to discharge level) to prevent movement during backlling process and to resist backll load. 2.4 Before backlling and pouring of slab, install riser(s) (as necessary) and cover assembly to suit nished oor/grade level. 2.5 Backll using crushed aggregate material approximately 3/4”size rock, pea gravel or sand. 2.6 Place minimum 6”aggregate base beneath poured structural slab. Aggregate should be 3/4”size rock or pea shingle. 2.7 Thickness of concrete around cover to be determined by specifying engineer. If trac loading is required refer to local specifying engineer recommendations and/or local code requirements. Note: Concrete slab dimensions shown are for illustration purposes only. 2.8 Concrete to be 28 day compressive strength to 4000 PSI. Reinforcement with No.4 rebar (1/2”) grade 60 steel per ASTM A615: connected with tie wire. Rebar to be 2½”from edge of concrete. Rebar spacing 12”grid. 4”spacing around access openings. 3. PIPING CONNECTIONS 3.1
All Endura® XL Grease Interceptors are manufactured with no hub connections.Threaded connections are
available from your Endura distributor suxing the product code with‘T’– i.e. 40100A04T 3.2 Locally approved mechanical joint (MJ) couplings are used to connect the inlet and outlet piping to the tank.This allows transition to dierent piping materials as required. 3.3 Make system piping connections using locally approved MJ couplings installing to manufacturer’s instructions. Review all eld-made connections for leaks before backlling begins. Isolate the tank from the system both up and down stream and ll tank with water, submersing the inlet and outlet fully below the water level. DO NOT PRESSURE TEST – Risk of serious Injury or Death. 3.4 DO NOT decrease pipe diameter across the unit (i.e. 4 inch inlet, 3 inch outlet). If the piping system needs to be resized, use appropriate mechanical joint reducers consistent with the direction of ow and installed in compliance with local code. 4 EXTENSION RISERS (Optional) 4.1 Endura® XL Extension Risers provide a maximum of 35”extension per riser. Based on maximum installation depth up to a maximum of 72”depth of burial can achieved (see 1.4 above), adding Extension Risers (or part thereof) during installation. Risers are cut to length on site to suit installation. 4.2 Remove cover from interceptor. Set aside for use at nished grade/oor level. 4.3 Secure riser to tank (frame remains in place) using xings provided. Ensure seal is correctly located. 4.4 Secure the 1-1/2” adapter tting supplied with the Extension Kit to the thread on the top of the handle mechanism. Cut and extend a length of 1½”DWV pipe per instructions supplied. 4.5 For custom riser length - measure from tank frame to nished grade/oor level. Subtract 1½”. Cut cleanly by hand or mechanical means using guide rings molded into the riser to give clean straight cut. Note - Horizontal surface of cover will be 0.5”above nished oor/grade. 4.6 Fit riser seal provided over the cut edge of the riser and locate frame (supplied) over the seal making sure it is fully seated. Secure with lag screws provided using the pre-drilled locations in frame. 4.7 Repeat process for additional riser if/as required. 4.8 With frame installed and veried at the correct height, pass the handle extension support over the 1½” DWV and secure the support to the frame with the screw provided. Solvent weld a 1½”vent tee on top of the pipe to act as a handle. 4.9 Re-t the original cover(s) provided with the interceptor.

Installation Specications
- 9 -
Endura® XL - EXTERIOR BELOW GRADE INSTALLATION INSTRUCTIONS BELOW GRADE INSTALLATION INSTRUCTIONS 1. EXCAVATION 1.1 Install the Endura ® XL unit(s) as close as possible to xtures being serviced, ideally within 25ft of developed pipe run from the last xture to the inlet of the interceptor. 1.2 Width and length of excavation shall be minimum 12”greater than the tank dimensions on all sides. 1.3 Depth of excavation shall be at least 6”deeper than tank bottom. 1.4 IMPORTANT: Maximum burial depth 6ft (72”) measured from the air balance channel (EnduraXL Logo) to nished grade/oor level. Riser extensions available (40100AX35) - (see below). 1.5 Set the tank on well-packed crushed aggregate material approximately 3/4”size rock, pea gravel or sand.When setting Endura® XL units they must be level laterally and longitudinally. 1.6 Endura® XL tanks are specically designed to resist bouyancy in high water table conditions. Additional anchoring may however be necessary as determined by the specifying engineer. Tie-down locations are incorporated to the tank and can be used in conjunction with coated stainless steel cable and an applicable anchor method based on subsoil. Specific requirements to be determined by specifying engineer. 2. BACKFILLING & FINISHED CONCRETE SLAB (TRAFFIC LOAD RATED) Endura® XL is supplied standard with trac rated covers designed in accordance with AASHTO 304 – H20 (16,000lbs) and approved to CSA B481.0 Class‘S’-20˚F to +100˚F (-29˚C to +38˚C) 2.1 Preparation of sub grade per local jurisdictional recommendations. 2.2 Stabilize and compact sub grade to 95% proctor per Excavation information above. 2.3 Fill tank with water (to discharge level) to prevent movement during backlling process and to resist backll load. 2.4 Before backlling and pouring of slab, install riser(s) (as necessary) and cover assembly to suit nished oor/grade level. 2.5 Backll using crushed aggregate material approximately 3/4”size rock, pea gravel or sand. 2.6 Place minimum 6”aggregate base beneath poured structural slab. Aggregate should be 3/4”size rock or pea shingle. 2.7 Thickness of concrete around cover to be determined by specifying engineer. If trac loading is required refer to local specifying engineer recommendations and/or local code requirements. Note: Concrete slab dimensions shown are for illustration purposes only. 2.8 Concrete to be 28 day compressive strength to 4000 PSI. Reinforcement with No.4 rebar (1/2”) grade 60 steel per ASTM A615: connected with tie wire. Rebar to be 2½”from edge of concrete. Rebar spacing 12”grid. 4”spacing around access openings. 3. PIPING CONNECTIONS 3.1
All Endura® XL Grease Interceptors are manufactured with no hub connections.Threaded connections are
available from your Endura distributor suxing the product code with‘T’– i.e. 40100A04T 3.2 Locally approved mechanical joint (MJ) couplings are used to connect the inlet and outlet piping to the tank.This allows transition to dierent piping materials as required. 3.3 Make system piping connections using locally approved MJ couplings installing to manufacturer’s instructions. Review all eld-made connections for leaks before backlling begins. Isolate the tank from the system both up and down stream and ll tank with water, submersing the inlet and outlet fully below the water level. DO NOT PRESSURE TEST – Risk of serious Injury or Death. 3.4 DO NOT decrease pipe diameter across the unit (i.e. 4 inch inlet, 3 inch outlet). If the piping system needs to be resized, use appropriate mechanical joint reducers consistent with the direction of ow and installed in compliance with local code. 4 EXTENSION RISERS (Optional) 4.1 Endura® XL Extension Risers provide a maximum of 35”extension per riser. Based on maximum installation depth up to a maximum of 72”depth of burial can achieved (see 1.4 above), adding Extension Risers (or part thereof) during installation. Risers are cut to length on site to suit installation. 4.2 Remove cover from interceptor. Set aside for use at nished grade/oor level. 4.3 Secure riser to tank (frame remains in place) using xings provided. Ensure seal is correctly located. 4.4 Secure the 1-1/2” adapter tting supplied with the Extension Kit to the thread on the top of the handle mechanism. Cut and extend a length of 1½”DWV pipe per instructions supplied. 4.5 For custom riser length - measure from tank frame to nished grade/oor level. Subtract 1½”. Cut cleanly by hand or mechanical means using guide rings molded into the riser to give clean straight cut. Note - Horizontal surface of cover will be 0.5”above nished oor/grade. 4.6 Fit riser seal provided over the cut edge of the riser and locate frame (supplied) over the seal making sure it is fully seated. Secure with lag screws provided using the pre-drilled locations in frame. 4.7 Repeat process for additional riser if/as required. 4.8 With frame installed and veried at the correct height, pass the handle extension support over the 1½” DWV and secure the support to the frame with the screw provided. Solvent weld a 1½”vent tee on top of the pipe to act as a handle. 4.9 Re-t the original cover(s) provided with the interceptor.
Endura XL grease interceptors are rated and supplied with an internal flow control system already in place. They do not require an external flow control system or air intake vent unless specified by local code requirements or being operated as a PDI G-101 installation. Endura XL grease interceptors are only to be installed in the manner and for the application shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. Full instructional information supplied with every interceptor.
NOTES:
PROPRIETARY AND CONFIDENTIAL - © Canplas 2017
4"
the unit footprint
Concrete Pad
must extend
18" outside
45.00°
2 1/2" Min.
18" outside the unit footprint
Concrete Pad must extend
8"
4"
Top View
Rebar
Finished Grade
Rebar
CONCRETE SLAB DETAIL FOR TRAFFIC LOADING
(INTERIOR OR EXTERIOR)
Elevation View
(Connecting pipe and fittings by others)
For unit details see specification sheet for selected unit
SIDE VIEW DETAIL
DIMENSIONS
26” 22”
14”
34.5”
48.5”
84.5”
50”
72”
Maximum
height
72”
Maximum
height
78”
48.5”
32”
Native soil
Concrete slab
Crushed aggregate
material approximately
3/4" size rock, pea gravel
or sand
unit (by others) Clean out to grade
Flow
on outlet pipe of each
tee (414155BC) 2-Way cleanout
tee (414155BC) 2-Way cleanout
mechnical joint coupling (by others) Standard 4”
mechnical joints
coupling (by others)
Standard 4”
on inlet pipe of each Clean out to grade unit (by others)
Flow
Risers to grade
DATE: MAY, 2017 REV: 1.2
MATL: PE
DESCRIPTION:
DWG BY: L.S.
DWG NUMBER: XL100BGT
6”Min. base crushed
aggregate material
approx. 3/4" size rock,
pea gravel or sand
95 proctor.
(INTERIOR OR EXTERIOR)
EXCAVATION AND BACKFILL DETAIL
Canplas Industries Ltd. 500 Veterans Drive, Box 1800 Barrie, Ontario, Canada L4M 4V3 CAN: 1-800-461-1771 USA: 1-888-461-5307
Endura brand products manufactured by Canplas Industries Ltd.
40100A04 40100A04M 40100A04T 40100A04MT
Endura® XL - EXTERIOR BELOW GRADE INSTALLATION INSTRUCTIONS BELOW GRADE INSTALLATION INSTRUCTIONS 1. EXCAVATION 1.1 Install the Endura ® XL unit(s) as close as possible to xtures being serviced, ideally within 25ft of developed pipe run from the last xture to the inlet of the interceptor. 1.2 Width and length of excavation shall be minimum 12”greater than the tank dimensions on all sides. 1.3 Depth of excavation shall be at least 6”deeper than tank bottom. 1.4 IMPORTANT: Maximum burial depth 6ft (72”) measured from the air balance channel (EnduraXL Logo) to nished grade/oor level. Riser extensions available (40100AX35) - (see below). 1.5 Set the tank on well-packed crushed aggregate material approximately 3/4”size rock, pea gravel or sand.When setting Endura® XL units they must be level laterally and longitudinally. 1.6 Endura® XL tanks are specically designed to resist bouyancy in high water table conditions. Additional anchoring may however be necessary as determined by the specifying engineer. Tie-down locations are incorporated to the tank and can be used in conjunction with coated stainless steel cable and an applicable anchor method based on subsoil. Specific requirements to be determined by specifying engineer. 2. BACKFILLING & FINISHED CONCRETE SLAB (TRAFFIC LOAD RATED) Endura® XL is supplied standard with trac rated covers designed in accordance with AASHTO 304 – H20 (16,000lbs) and approved to CSA B481.0 Class‘S’-20˚F to +100˚F (-29˚C to +38˚C) 2.1 Preparation of sub grade per local jurisdictional recommendations. 2.2 Stabilize and compact sub grade to 95% proctor per Excavation information above. 2.3 Fill tank with water (to discharge level) to prevent movement during backlling process and to resist backll load. 2.4 Before backlling and pouring of slab, install riser(s) (as necessary) and cover assembly to suit nished oor/grade level. 2.5 Backll using crushed aggregate material approximately 3/4”size rock, pea gravel or sand. 2.6 Place minimum 6”aggregate base beneath poured structural slab. Aggregate should be 3/4”size rock or pea shingle. 2.7 Thickness of concrete around cover to be determined by specifying engineer. If trac loading is required refer to local specifying engineer recommendations and/or local code requirements. Note: Concrete slab dimensions shown are for illustration purposes only. 2.8 Concrete to be 28 day compressive strength to 4000 PSI. Reinforcement with No.4 rebar (1/2”) grade 60 steel per ASTM A615: connected with tie wire. Rebar to be 2½”from edge of concrete. Rebar spacing 12”grid. 4”spacing around access openings. 3. PIPING CONNECTIONS 3.1
All Endura® XL Grease Interceptors are manufactured with no hub connections.Threaded connections are
available from your Endura distributor suxing the product code with‘T’– i.e. 40100A04T 3.2 Locally approved mechanical joint (MJ) couplings are used to connect the inlet and outlet piping to the tank.This allows transition to dierent piping materials as required. 3.3 Make system piping connections using locally approved MJ couplings installing to manufacturer’s instructions. Review all eld-made connections for leaks before backlling begins. Isolate the tank from the system both up and down stream and ll tank with water, submersing the inlet and outlet fully below the water level. DO NOT PRESSURE TEST – Risk of serious Injury or Death. 3.4 DO NOT decrease pipe diameter across the unit (i.e. 4 inch inlet, 3 inch outlet). If the piping system needs to be resized, use appropriate mechanical joint reducers consistent with the direction of ow and installed in compliance with local code. 4 EXTENSION RISERS (Optional) 4.1 Endura® XL Extension Risers provide a maximum of 35”extension per riser. Based on maximum installation depth up to a maximum of 72”depth of burial can achieved (see 1.4 above), adding Extension Risers (or part thereof) during installation. Risers are cut to length on site to suit installation. 4.2 Remove cover from interceptor. Set aside for use at nished grade/oor level. 4.3 Secure riser to tank (frame remains in place) using xings provided. Ensure seal is correctly located. 4.4 Secure the 1-1/2” adapter tting supplied with the Extension Kit to the thread on the top of the handle mechanism. Cut and extend a length of 1½”DWV pipe per instructions supplied. 4.5 For custom riser length - measure from tank frame to nished grade/oor level. Subtract 1½”. Cut cleanly by hand or mechanical means using guide rings molded into the riser to give clean straight cut. Note - Horizontal surface of cover will be 0.5”above nished oor/grade. 4.6 Fit riser seal provided over the cut edge of the riser and locate frame (supplied) over the seal making sure it is fully seated. Secure with lag screws provided using the pre-drilled locations in frame. 4.7 Repeat process for additional riser if/as required. 4.8 With frame installed and veried at the correct height, pass the handle extension support over the 1½” DWV and secure the support to the frame with the screw provided. Solvent weld a 1½”vent tee on top of the pipe to act as a handle. 4.9 Re-t the original cover(s) provided with the interceptor.

Installation Specications
- 10 -
External
Flow Control
If Required
External
Flow Control
If Required
External
Flow Control
If Required
External
Flow Control
If Required
External
Flow Control
If Required
OUT
OUT
OUT
OUT
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
OUT
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASE INTE RCEPTOR
GREASEI NTERCEPTOR
GREASEI NTERCEPTOR
GREASEI NTERCEPTOR
GREASEI NTERC EPTOR
GREASEI NTERCEPTOR
GREASEI NTERCEPTOR
GREASEI NTERC EPTOR
GREASEINT ERCEPTOR
GREASEINT ERCEPTOR
GREASEINT ERCEPTOR
GREASEIN TERCEPTOR
GREASEIN TERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEP TOR
GREASEINT ERCEPTOR
OUT
OUT
IN
IN
GREASEINT ERCEPTOR
GREASEINT ERCEPTOR
GREASEI NTERCEPTOR
GREASEIN TERCEPTOR
GREASEIN TERCEP TOR
GREASEINT ERCEPTOR
GREASEINTERCEP TOR
GREASEINT ERCEPTOR
IN
IN
IN
IN
GREASEIN TERCEP TOR
GREASEI NTERCEP TOR
GREASEINTERCEP TOR
GREASEINT ERCEPTOR
GREASEIN TERCEP TOR
GREASEI NTERCEP TOR
GREASEINTERCEP TOR
GREASEINT ERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEI NTERCEP TOR
GREASEIN TERCE PTOR
OUT
IN
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASE INTE RCEPTO R
GREASEINT ERCEPTOR
IN
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
OUT
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEI NTERCEPTOR
GREASEI NTERCEPTOR
IN
GREASEI NTERCEPTOR
GREASEI NTERC EPTOR
GREASEIN TERCEP TOR
GREASEI NTERCEP TOR
GREASEINT ERCEPTOR
GREASEINT ERCEPTOR
GREASEINTERCEPTOR
GREASEIN TERCEPTOR
GREASEINT ERCEPTOR
GREASEINT ERCEPTOR
GREASEI NTERCEPTOR
GREASEI NTERC EPTOR
OUT
IN
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEIN TERCEP TOR
GREASEI NTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
OUT
IN
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
GREASEINTERCEPTOR
4075A04 4075A04M 4075A04T 4075A04MT
MATL: PE
DESCRIPTION:
DWG BY: L.S.
DWG NUMBER: XLSP
40100A04 40100A04M 40100A04T 40100A04MT
C/OC/O
C/O
C/OC/O C/OC/O C/O
C/OC/OC/OC/O
C/O
C/O
C/OC/O C/O C/OC/O C/O
C/O
C/OC/OC/OC/O C/OC/O
C/O
C/OC/O
C/O
C/O
External Flow Control If Required
External Flow Control If Required
External Flow Control If Required
External Flow Control If Required
Flow Control
Cleanout Air Intake
External Flow Control If Required
C/O
C/OC/O C/OC/O
C/OC/O
C/OC/O
C/OC/O
External Flow Control If Required
External Flow Control If Required
External Flow Control If Required
External Flow Control If Required
External Flow Control If Required
External Flow Control If Required
External Flow Control If Required
GREASE INTERCE PTOR
GREASE INT ERCEPTOR
GREASE INTER CEPTOR
GREASE INT ERCEPTOR
Endura XL grease interceptors are rated and supplied with an internal flow control system already in place.
They do not require an external flow control system or air intake vent unless specified by local code requirements
or being operated as a PDI G-101 installation. Endura XL grease interceptors are only to be installed in the manner and for the application shown. Consult local codes for separate trapping requirements, cleanout locations
and additional installation instructions. Full instructional information supplied with every interceptor.
NOTES:
PROPRIETARY AND CONFIDENTIAL - © Canplas 2017
DATE: MAY, 2017 REV: 1.2
Canplas Industries Ltd. 500 Veterans Drive, Box 1800 Barrie, Ontario, Canada L4M 4V3 CAN: 1-800-461-1771 USA: 1-888-461-5307
Endura brand products manufactured by Canplas Industries Ltd.
Series Installation: · Series congurations shown are considered optimal for application and should be followed · Anticipated as installations with low to medium ow (less than 60% of rated ow capacity) · Where preferred or required, installation of a correctly rated external ow control shall be made upstream and with reference to PDI G-101 where applicable. A single ow control shall be located upstream of any ow division and vented accordingly. Location shall be accessible once operational. Important: Internal ow control plates are to be removed in this operational format. · Adequate provision for drain access is essential.Two way cleanouts extended to grade are required before the rst tank inlet and following the nal outlet. Access between tanks is also recommended if pipe length is greater than 36” · Connections to tank made with approved Mechanical Joint (MJ) couplings or male pipe thread dependent on unit specication. · Manufacturer’s instructions supplied with units must be followed.
Where preferred or required an external ow control (purchased separately) will be installed up stream after last branch connection no further than 25ft from interceptor
414155BC Cleanout
414155BC Cleanout
External Flow Control If required
External Flow Control If required
External Flow Control If required
External Flow Control If required
414226BC 6 x 4 Ext. Reducer
414130BC
Double Wye
414194BC
45˚ Bend -
Street
414155BC Cleanout
414174BC 90˚ Bend
Recommended Components:
Parallel Installation: · Parallel congurations shown are considered optimal for application and should be followed. · Intended for installations with high ow (greater than 60% of rated ow capacity) per unit. · Where External Flow Control is not required or preferred, the parallel conguration can be operated with internal ow controls managing ow to the respective interceptor · Where preferred or required, installation of a correctly rated external ow control shall be made upstream of the interceptor inlet but downstream of any division of ow. Flow control shall be accessible (from grade as applicable) once operational. · Adequate provision for drain access is essential.Two way cleanouts extended to grade are required before all tank inlets and following all outlets. Access between tanks is also recommended if pipe length is greater than 36” · Connections to tank made with approved Mechanical Joint (MJ) couplings or male pipe thread dependent on unit specication. · Manufacturer’s instructions supplied with units must be followed.
Access Covers: For trac applications Endura XL is supplied with CSA B481.0 Type‘S’ covers. For Internal/ light vehicular trac applications select‘M’model (2000 lb Safe Working Load)
2 no. XL75 – SERIES - 75GPM, 1118 lbs Grease Capacity.
2 no. XL75 – PARALLEL Up to 150GPM, 1118 lbs Grease Capacity.
2 no. XL100 – PARALLEL Up to 200GPM, 2116 lbs Grease Capacity.
3 no. XL100 – PARALLEL Up to 300GPM, 3174 lbs Grease Capacity.
4 no. XL100 – PARALLEL
Up to 400GPM, 4232 lbs Grease Capacity.
2 no. XL100 – SERIES - 100GPM, 2116 lbs Grease Capacity.
3 no. XL100 – SERIES - 100GPM, 3174 lbs Grease Capacity.
4 no. XL100 – SERIES - Up to 400GPM, 4232 lbs Grease Capacity.
4 no. XL100 – SERIES - Up to 400GPM, 4232 lbs Grease Capacity.
Canplas
Part#
Description QTY
414155BC SDR35 Two Way Cleanout - HxHxH 414174BC SDR35 90˚ Bend - Street - HxSpg 414130BC SDR35 Double Wye - HxHxHxH 414226BC SDR 35 6 x 4 Ext. Reducer HxSpg 414194BC SDR 35 45˚ Bend - Street
4044275 Endura® XL 75gpm Flow Control
40442100 Endura® XL 100gpm Flow Control

Installation Instructions
- 11 -
Installation
SAFETY FIRST! All installation shall be conducted under the applicable Health and Safety regulations in force
within that jurisdiction. Plumbing operatives shall be adequately trained and appropriately licensed to conduct the
installation. All installations will be made respective and in compliance with applicable plumbing code and any locally
published by-laws. Installation and approval of the same is subject to the appropriate ocials or representatives of the
Authority Having Jurisdiction (AHJ).
Scope of Application:
Endura® XL Grease Interceptors are designed for application in the ecient and eective separation and retention of non-
petroleum Fats, Oil and Grease as a by-product of commercial foodservice activities. The Endura® XL interceptor models are
approved and intended only for use in the specied application and shall not be installed in any manor or application except as
tested and rated.
Accessibility:
Installations shall be made in such a manner that full access for maintenance and cleaning is maintained once the interceptor is
commissioned. A zone based on a column measured 3ft out from the cover perimeter and extending
7ft vertically is recommended.
Inlet (IN) and Outlet (OUT) connections are indicated on the interceptor itself. Ensure that the interceptor is in the correct
orientation and ow in the intended direction before backlling (when in ground) or connection to the respective
drain system.
Location:
A grease interceptor should be installed as close as possible to the xtures it serves to avoid accumulation of FOG between
the source and the interceptor. Adequate provision for rodding and service access is particularly important upstream of the
interceptor. Please refer to local code requirements.
Drain lines servicing the interceptor shall be laid at a minimum ¼”per foot fall and with more gradient where possible.
This promotes good drainage ow and reduces risk of blockages.
Piping Connections:
The primary bulkhead-style connections (in-line) of Endura® XL are injection molded in Polyproylene (PP). PP does not accept
solvent weld cement and will not provide a serviceable connection. DO NOT SOLVENT WELD these drain connections.
Best practice and most codes typically require the use of Nationally or locally approved Mechanical Joint (MJ) couplings for the
connections to and from the interceptor. This method provides some exibility for any ground movement or settling that may
occur.
Flow Control:
Where required or preferred an External Flow control can be installed. In this conguration the installation has the opportunity
to meet the requirements of PDI G-101, assuming that the applicable venting and installation criterial are met (See Page 12).
Refer to the currently published version of PDI G-101 available online at www.pdionline.org for verication.
Trapping:
All connected appliances and xtures must be individually trapped by a permanently installed water seal trap or approved
equivalent, in compliance with applicable plumbing code requirements.
Venting:
The installation of the interceptor shall be vented downstream in accordance with local code requirements - typically within
10 ft max.
• Air Gap/ Air Break
• Flow Control Device
Indirect Connections/ Air Gap/Air Brake :
Some local jurisdictions require warewashing installations to be
made on an indirect basis incorporating an air gap.
This is to prevent the back up of contaminated waste water
into the sinks/appliances in the event of a blockage. As the ow
control device provides a restriction within the system it must be
incorporated before the indirect connection to prevent the risk of
overow occurring during high/maximum waste water discharge.
If an air gap/air break* is located within 6”of ow control device,
installation of the air intake tee is optimal.
*Dependent on jurisdiction

Installation - Flow Controls
- 12 -
Max. 25ft
FCD Air Intake
PDI
External Flow
Control. Located
as close as possible to
the last fixture
Cleanout Cleanout
Sink
Flow
Max. 25ft
(for PDI)
PDI
External Flow
Control installation
Cleanout
Cleanout
FCD Air Intake
Sink
InletOutlet
External Flow
Control:
When installed with an
External Flow Control, the
internal ow control plate and
seal shown above are removed
during installation.
With the internal ow control plate
removed, the ow control function
will now be performed by a separate
device that will be installed upstream
from the interceptor. This is located as
close as possible to the appliances and
xtures being served, but after the last
branch connection to the main drain
line connected to the interceptor. The
ow control shall be installed so as to
remain accessible for maintenance and
will typically be recessed into the oor.
The location of the cleanout should be
recorded in you Installer Hand Over
Check List (See Page 14)
With an external ow control in particular, it
is important that it be opened and checked
periodically (min. twice annually) to ensure
there is no build up or blockage occurring that
will restrict the ow.
Remove
ow control
plate
Remove
ow control seal
Flow Controls
Depending on preference or requirement
Endura® XL can be operated with an internal
or external ow control. All models are
supplied with an internal ow control.
Internal Flow Control:
The internal ow control is located inside the dynamic inlet bae,
axed to the downstream part that moves forward when the
bae is opened.
The ow control is an essential part
of the hydromechanical grease
interceptor and its function.
Flow
control
plate
Flow
control
seal
Inlet

Installation - Remote Pump (Optional)
- 13 -
GREA SE INTE RCEP TOR
GREASE I NTERCE PTOR
GREA SE INTE RCEP TOR
GREASE INTERC EPTOR
45˚ cut
XL75
36”
XL100
41”
Remote Pump (Optional):
Endura® XL incorporates a method for installation of a Remote
Pump function where desirable or required. The simplicity of
this change is such that it can be conducted in the eld with
minimal materials. The installation is based on the use of a 3”
DWV Sch40 pipe which is passed into the tank by means of a 3”
diameter tank penetration seal (Part# 40100-TPS3”).
1. Cut the end of a 3” Sch40 DWV pipe (ABS or PVC by
preference) at an angle that is no less than 45 degrees.
2. GOOD PREPARATION OF THIS PIPE END IS ESSENTIAL TO
AVOID DAMAGING THE RUBBER SEAL WHEN BEING
INSTALLED. The outer edges must be chamfered to at least
45 degrees around the full length of the pipe end.
3. Now measure from the end of the pipe to the following
length depending if you are installing an XL75 or XL100
respectively. For XL75 pipe length 36”; For XL100 pipe
length 44”(Fig A)
4. On the top surface of the tank at the center position and on
either side of the air balance channel are two “Remote
Pump Ready” details, both of which include a drill center
(Fig. B). Select which of the two locations best suits your
application and using a 4”diameter hole saw, open the
respective hole.
Remote
pump outlet
optional
locations
Fig. A
Fig. B
5. Fit penetration tank seal (Part# 40100-TPS) into
the opening prepared and lubricate well using silicone
pipe lubricant.
6. As the orientation of the pipe when installed is important,
mark or identify on the top of the pipe so as to indicate
that the angled face of the pipe will be facing laterally
across the interceptor when installed. i.e. the angled face
is pointed toward the opposite tank wall.
7. Take your prepared length of pipe and liberally apply
silicone pipe lubricant to at least the rst 6”of the pipe
ensuring that the angled surface is also well lubricated.
8. Introduce the pipe to the rubber seal and with even
pressure and a rotating motion, push the pipe through
the seal and into the tank. Once onto the full diameter
of the pipe apply more lubricant to the next 12-18” and
continue to push the pipe downward into the tank until
the tip bottoms out, with the angled face in the correct
position.
9. Develop your pump out line connecting to the pipe
stub now extending from the tank using long sweep
bends and ttings and making provision for adequate
cleanout access as required. All joints must be solvent
welded or of threaded format.
Maximum developed pipe run shall be no greater than
30 feet with a vertical rise of 8 feet max.
10.At the extent of the remote pump system where the
pumping service will be connected, typically a capped
male camlock tting (3”) will be provided to allow
compatibility with vacuum service connection.
GREA SE INTE RCEPT OR
GREASE I NTERC EPTOR
GREA SE INTE RCEPT OR
GREASE I NTERC EPTOR
Max.
30ft
Max.
8ft
45˚ cut faces
opposite tank wall
Long
Sweep
Bends Tank
Penetration
Seal
(40100TPS3)
See
Step
10

Installer Handover Checklist
- 14 -
Installation made by (Company) ___________________________________________________________
Installer (Name) __________________________________________________________________
Installer Contact (Tel)_________________________________
Completed on (Date) _________________________________
Model Installed: q Endura® XL100 (40100A04 (T) / 100GPM)
q Endura® XL75 (4075A04 (T) / 75GPM)
Installation Format: q On-Floor q In Floor - Inside Building q Floor Below (eg. basement)
q In-Ground - Outside building
Slab Poured per Spec for Trac Rated Install q Yes q No (See Page 8-9)
Flow Control Format: q Internal (Inside Inlet Bae)
q External (Upstream of Interceptor)
If External Flow Control…
Internal Flow Control plate removed q Yes q No (See Page 12)
Flow Control Location(s) ____________________________________________________
Connections & Cleanouts (Mark where installed):
Extension Risers added: q Yes - if Yes, approx. length of riser installed: _________in /m
q No
Flow Control Handle Extended: q Yes q No (See Riser Extension Instructions))
Air Balance/Sampling Cap in place: q Yes q No (If No, Replacement required. See Page 16)
Entered Information on Warranty Page q Yes q No
Have feedback?
Email us at… [e-mail]
Installer Handover Checklist
The following checklist completed by your installer provides key information regarding your XL grease interceptor and
the way it has been installed. If it is not completed contact your installer and complete with them by phone or other
appropriate means.
GREASEINTERC EPTOR
GREASEINTERCEP TOR
GREASEINTERC EPTOR
GREASEINTERCEP TOR
Cleanout
GREASEINTERC EPTOR
GREASEINTERCEP TOR
GREASEINTERC EPTOR
GREASEINTERCEP TOR
OUTSIDE -
SIDE - OUT
END - OUT
IN
OUT
IN
Cleanout
Cleanout
External
Flow
Control
Cleanout

Operation
- 15 -
Operation
IMPORTANT:The key to eective and trouble free operation of your Endura® XL interceptor is regular and
eective maintenance. You should consider your facility to be in partnership with the local authorities, providing an
eective means of FOG management that is mandated to protect your business, your community and the environment.
Dynamic
Inlet Bae:
The Inlet bae design in your Endura® XL
Interceptor is uniquely accessible once in service.
Having removed the cover above the inlet, a simple
pull/push motion on the handle opens and closes
the front shell, allowing access for maintenance and
cleaning. This action also opens the inlet drain to
its full diameter allowing the upstream drains to be
cleaned without obstruction.
This bae can be extended to maintain its function
and value even when buried at full depth below
grade. Refer to installation instructions for riser
extension.
Pull up
to open
Visually inspect or clean inlet
and ow control if required
Food Solids and Debris:
Endura® XL is designed to manage up to 15% of its volume for solids
management. Remember however that your grease interceptor is an engineered
system that is not designed to accommodate large amounts of solid material. This
will impact the operational capacity and performance of the unit and cause the
foul odors often associated with grease interceptors if not removed regularly.
It is strongly recommended that a solids interceptor be installed upstream of the grease interceptor and that all entry points
to the drains running to the interceptor be adequately protected with appropriate screens to prevent debris nding its way
into the system. Likewise, best kitchen practice recommends that all plates, crockery, pans, etc., be scraped to remove lose
food debris prior to washing. Again sinks should be operated with the respective screens.
If you are experiencing frequent issues in regard to blockages or accumulation in your interceptor you must address the
appropriate kitchen practices. DO NOT MODIFY THE INTERCEPTOR OR MEANS OF FLOW CONTROL IN ANY MANNER. Doing
so voids the performance approval required by your local jurisdiction and will leave your operation exposed to the risk of
signicant nes and non-compliance citations.
Solids
retention
area
Clearance
Min. 3ft
180˚
Min. 7ft
clearance
SAFETY FIRST! Ensure that any operatives or employees that attend
to the grease interceptor are adequately protected. As a minimum it is
recommended that protective gloves, eyewear and a mask are provided
and used.
Accessibility:
It is the responsibility of the restaurant operator to maintain
safe, clear and unobstructed access to the interceptor at all
times. This facilitates inspection by local ocials, emergency
access in the event of an issue and for the regular pumping of
the interceptor required to keep it in good working order.

Operation / Maintenance
- 16 -
SAFETY FIRST! ALL ACCESS COVERS SHALL BE
FULLY AND COMPLETELY SECURED (all bolts in place
and tightened accordingly) at the completion of
maintenance procedures, regardless of if the cover
was accessed or not. Missing bolts shall be reported to
management and replaced immediately.
Ensure that any operatives or employees that attend to the
grease interceptor are adequately protected. As a minimum
it is recommended that protective gloves, eyewear and a
mask are provided and used.
Where a third party contractor or service is responsible
for the regular maintenance of the interceptor (strongly
recommended) it is their responsibility not only to ensure
that their own protective practices and procedures are
maintained and followed, but that they also protect those
with access to the vicinity of the interceptor when it is
Air Balanced Operation:
Endura® XL is designed to function based on a balance air environment.
This feature ensures that the high operating eciency is maintained.
During the maintenance of your interceptor, it is important to check
that the breather hole in the outlet vent (see diagram) is unobstructed.
The smallest restriction can drastically impact the performance of your
interceptor and can cause the accumulated contents of the interceptor
to be discharged to the downstream drain system particularly if
discharge rates are toward the maximum rated ow.
If installed in-oor or in ground outside your facility this air balance
access/breather cap must be relocated upward as close as possible to
the underside of the cover to maintain its function.
IF YOU DO NOT SEE A GREY CAP ON TOP
OF THE OUTLET SYSTEM, CONTACT YOUR
INSTALLER/MAINTENANCE CONTRACTOR
IMMEDIATELY AND IF NECESSARY
PURCHASE A REPLACEMENT.
Air Balance/
Sampling Cap is
ESSENTIAL to the
operation of the
interceptor and
must be kept free
of debris.
If extending height,
sampling/air balance
cap must be raised also.
Air Balance Hole
Maintenance
IMPORTANT:The key to eective and trouble free operation of your Endura® XL interceptor is regular and
eective maintenance. You should consider your facility to be in partnership with the local authorities, providing an
eective means of FOG management that is mandated to protect your business, your community and the environment.
Regular Removal of Fat, Oil and Grease:
Due to the capacity of your Endura® XL Grease Interceptor it is necessary to have a licensed and locally approved service
provider manage the regular removal, cleaning and disposal of the Fats, Oil and Grease that is captured in your interceptor.
Every installation is dierent based on factors such as operational hours, menu, seasonality of business, sta changes, etc. As a
rule of thumb your interceptor should be cleaned every 8-12 weeks. You should anticipate a minimum of 4-6 cleans per year.
BMP
BMP
undergoing maintenance. In addition they will be stewards
of the environment, promptly and eectively identifying
to premises management issues with for example, but not
limited to, interceptor operation, damages, spills, etc.
IMPORTANT: The key to eective and trouble free operation
of your Endura® XL interceptor is regular and eective
maintenance (See Maintenance Procedures – Pg 17). You
should consider your facility to be in partnership with the
local authorities, providing an eective means of FOG
management that is mandated to protect your business,
your community and the environment.
Regular Removal of Fat, Oil and Grease:
Due to the capacity of your Endura® XL Grease Interceptor
it is necessary to have a licensed and locally approved
service provider manage the regular removal, cleaning and
disposal of the Fats, Oil and Grease that is captured in your
interceptor.

Maintenance
- 17 -
Maintenance Procedures:
Removal of Access Cover:
The covers that provide access to the XL interceptors
are retained with four (4) standard hex head bolts which
are removed with a ½”socket/driver. These bolts have a
retraining washer on the reverse to prevent them falling
out of their location when the cover is removed from the
interceptor.
Covers incorporate pry points for ease of removal.
Each cover weighs approximately 22lbs (10kg) so take care
when lifting and moving the cover. Always set aside the
cover on a at surface when removed.
On reinstallation visually check the seal recessed in the
underside of the cover and when satised ret the cover
being sure not to overtighten the bolts. Maximum torque is
80-100 ft/lb.
Access to the Dynamic Inlet Bae
(Internal Flow Control where used):
The Dynamic Inlet Bae is a unique element of Endura® XL
allowing access to the internal surfaces for maintenance,
inspection and cleaning.
To open the bae, take a rm grip on the handle and pull
vertically upward. The handle will move approximately 6”in
the vertical direction. In doing so the front shell of the bae
moves away from the xed rear portion providing access to
the internal ow control plate (where tted).
The ow control plate is securely retained but is intended
to be removable during installation, should an external ow
control be the preferred format of installation.
Once open, visual inspection can be made inside the bae.
Any debris is best removed with a low pressure source of
warm water – approx. 38˚C (100˚F)
To close the bae, push vertically downward on the handle
until it returns to the full closed and locked position
Drain Cleaning/Inspection:
For cleaning and inspection of the upstream drain, it is
strongly recommended that the inlet bae be in the open
position. This will reduce the risk of damage to the internal
ow control (where tted) by rooting or other equipment.
Access to the Outlet Well:
Although essentially a closed area, the outlet system is able
to be accessed by removal of the Sampling/Air Balance
Cap. Once removed the 4” vertical pipe is able to be visually
inspected all the way to the bottom (with the unit pumped
out), and in the event of any accumulation can be cleaned
by vacuum or pressurized water, either withdrawing debris
out or back into the tank respectively.
Pumping and Cleaning:
The complete removal of grease and water should be done
at every pump out. This ensures all solids, grease and water
are removed allowing visual inspection and removal of any
residue.
Any residue is best removed with a hot water source rinsing
the walls and internal components into the tank before
making a nal vacuum extraction.
The tank must be re-lled to static
water level on completion of pumping.
An interceptor cannot function
without water.
Remote Pump Out (Optional):
An installation tted with the remote pumping option oers
convenience for the pumper and the restaurant operator,
but also presents risk.
Where installed and operated with a remote pump facility,
the interceptor should be physically opened and inspected
at least every third pumping, or twice a year, whichever
is sooner. This is to ensure that the internal parts are in
good working order and that there is no undue build-up
of residue or solids remaining in the tank once it has been
emptied. This also presents opportunity to open and inspect
the inside of the inlet bae system, and clean/inspect the
outlet well. Any residue will be removed with a warm water
source.
BMP
Remember: Every installation is dierent based on factors such as operational hours, menu, seasonality
of business, sta changes, etc. As a rule of thumb your interceptor should be cleaned every 8-12 weeks. You
should anticipate a minimum of 4 cleans per year.
Pull up
to open
Push
down to
close
Internal Bae
in closed
position
Internal
Bae in open
position for
inspection

Pumper Checklist
- 18 -
Interceptor Operating at: __________________________________________ (Enter Facility Name)
Address: __________________________________________
__________________________________________
__________________________________________
Serviced By (Name): _______________________________
Company: __________________________________________________________
Company Contact (Tel): _______________________________
About this Pump-Out:
Service Date: _______________________________
Format: q Remote Pump q Full Access (Covers Removed)
Last Full Access Pump? ______________________________
Note: At a minimum of every 3rd remote pump or twice annually (whichever is sooner) full access cleaning and
inspection is required.
Interceptor Fully Pumped (Water/FOG & Solids): q Yes q No
Approx. Volume of Waste Removed: _____________________ Gallons/Liters
Inlet Bae Opened/Inspected q Yes q No
Flow Control Checked/Cleaned q Yes q No
Note: The ow control device (internal or external), shall be inspected and cleaned a minimum of every 3rd
pump or twice annually (whichever is sooner)
Cover(s) secured on completion of Pumping? q Yes q No
Important Note: If covers are in an area that is accessible to the public, always check to ensure that covers are
fully secured even if you did not remove the cover(s) as part of this pump-out.
Any Concerns, Issues or Comments to Report: _____________________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Have feedback?
Email us at… [e-mail]
Pumper Checklist:

Trouble Shooting
- 19 -
Trouble Shooting
Troubleshooting
Symptoms Cause Corrective Actions
Strong pungent odour. • Cover not replaced and/or properly secured
• Cover seal missing or damaged
• Insucient or incorrect venting
• Insucient cleaning frequency
• Secure cover fully - check that there is no dirt/debris in
the threaded insert
• Replace appropriate seal
• Verify installation is made per manufacturer’s instructions
and local plumbing code
• Reduce interval between cleaning – 6 to 8 weeks is
typical for extended capacity, but each installation is
dierent
Sink or drain has backed
up with water • Interceptor maintenance is overdue
• Accumulation of grease/debris between kitchen
and interceptor
• The ow control orice is blocked
• The ow control and grease trap was improperly sized
• The grease trap is full of solids and/or grease
• The grease trap close to, at or beyond its capacity of
solids and/or grease
• Seek emergency plumbing assistance to remove
restriction/blockage. Consider moving the interceptor
closer to the kitchen
• Isolate drain, open accessible ow control and
clear blockage
• Close the ball valve or plug the sink and remove the
obstruction by removing the ow control access lid.
• Install a properly sized grease interceptor
• Increase cleaning frequency
I think I have
missing parts • Parts have been removed or lost during prior servicing • Check exploded drawing in this manual to conrm the parts that are supposed to make up your
interceptor model
Excessive solids / grease
accumulation •The Grease Interceptor is full/requires cleaning
• Food waste on pots, plates & utensils are not being
scraped into the garbage & is being ushed down the
sink. This food waste accumulates on the bottom of
the tank
• Grease interceptor has remained dormant for a
period of time
• Increase cleaning frequency
• Train sta as to importance of good kitchen
practices
• Install a solids interceptor in or upstream of
the interceptor. Use screens on oor drains
and sinks
• Contact a licensed service professional to
re-commission your interceptor
My indirect connection
leaks all over the oor
when I empty the sink(s)
• Incorrectly installed/located ow control device • Move ow control device to a location upstream of the
indirect connection
The XL inlet bae is not
working/is broken • Damaged/broken parts • For technical assistance email [e-mail]
mark your email - High priority
I can’t get the bolts to
thread back in.
• Bolt cross threaded
• Grit / debris in threaded insert • Examine and clear and debris in threaded insert. Use light lubricating oil as applicable.
• If thread is damaged replace insert.
Need Technical Support?
Canada
1-800-461-1771
Email: [e-mail]
U.S.A.
1-888-461-5307

Frequently Asked Questions
- 20 -
Frequently Asked Questions
Following are just a few of the common terms and questions we receive regarding
Grease Management.
How do I size a Grease Interceptor correctly?
A grease interceptor can be sized using two primary methods - Flow rate or capacity
Sizing by Flow Rate
Table A - Procedure for Sizing Grease Interceptors
STEP FORMULA EXAMPLE
1Determine cubic content of xture by multiplying length x
width x depth A sink 24” long by 20” wide by 12” deep. Cubic content: 24 x 20 x 12 = 5,760 cu in
(61.0 x 50.8 x 30.48 cm3)
2Determine capacity in gallons.
1 gallon = 231 cu in Contents in gallons: 5,760 / 231 = 24.9 gallons
(94,451.42 / 1,000 = 94.45 litres)
3Determine actual drainage load.
The xture is normally lled to approximately 75% of capacity
with water as the items being washed displace about 25% of
the total xture content.
Actual drainage load = 75% of xture capacity
Actual drainage load:
.75 x 24.9 = 18.7 gallons
(0.75 x 94.45 = 70.84 litres)
4Determine ow rate and drainage period.
In general, good practice dictates a one minute drainage peri-
od; however, where conditions permit, a two minute drainage
period is acceptable. Drainage period is dened as the actual
time required to completely drain the xture.
Flow rate = Actual Drainage Load
Drainage Period
Calculate ow rate for one minute drainage period:
18.7 / 1 = 18.7 g.p.m. ow rate
(70.84 / 1 min. = 70.84 l.p.m.)
Calculate ow rate for two minute drainage period:
18.7 / 2 = 9.4 g.p.m. ow rate
(70.84 / 2 min. = 35.42 l.p.m.)
5Select Interceptor.
From Table B select the interceptor with a ow rating at least
equal to the calculated ow rate. When the calculated ow rate
falls between two sizes, select the larger of the two
interceptors.
For a one minute drainage period:
18.7 g.p.m. (70.84 l.p.m.) ow rate = 20 g.p.m. G.I.
For a two minute drainage period:
9.4 g.p.m. (35.42 l.p.m.) ow rate = 10 g.p.m. G.I.
Table B -Metric conversions based on PDI sizes
PDI Size 4 7 10 15 20 25 35 50 75 100
Flow Rate US Gallons per Minute (gpm) 4 7 10 15 20 25 35 50 75 100
Flow Rate Liters per Second (L/Sec) .25 .44 .63 .95 1.26 1.58 2.20 3.16 4.74 6.3
Grease Capacity Min. (lb) 8 14 20 30 40 50 70 100 150 200
Grease Capacity Min. (kg) 3.63 6.35 9.07 13.61 18.14 22.68 31.75 45.36 68 91
It is reccomended that HGI’s such as Endura® interceptors are sized by ow rate. The use of a ow control with a Hydromechanical Grease
Interceptor is considered mandatory.Without a properly sized ow control, the discharge rate through into the interceptor may exceed the
design rating of the unit, causing lower eciencies and increase the risk of grease, passing into the downstream system. Be careful not to confuse
liquid capacity and ow rate. Liquid capacity is stated in gallons (or liters) while ow rate is referenced in gallons per minute (GPM) or liters per
second (L/Sec).
Fixture Capacity: Most commonly used and recommended method for Hydromechanical Grease Interceptors. This
method looks at the maximum capacity of xtures connected to the interceptor and the time taken to discharge that volume of
wastewater through the interceptor. Units are expressed in Gallons Per Minute (gpm).
Calculation takes 75% of maximum capacity of all xtures and based on a 1 or 2 minute period of time taken to discharge, results
in a gallons per minute ow rate. This number is rounded up to the next available size of interceptor, i.e. 16.7gpm become a
20gpm Grease Interceptor.
Pipe Size:
Pipe
Diameter Maximum Flow Rate
(gpm)
Size of interceptor
1-minute drain
period (gpm)
Size of interceptor
2-minute drain period
(gpm)
2-inch 20 20 10
3-inch 60 75 35
4-inch 125 150 75
Use our simple online sizing calculator
and DFU conversion at...
www.SizeMyGI.net