Endura XL100, XL75, 4075A04, 40100A04M, 4075A04M Installation Operation & Maintenance

GREA

SE INT ERC EPT OR

G

R

EASE I NTE RCE PTO R

GREA

SE INT ERC EPT OR

G

R

EASE I NTE RCE PTO R

GREASE IN TER CEP TOR

G

R

EASE I

N

TERCEP TOR

GREASE IN TER CEP TOR

G

R

EA

SE I

NTERCE PTOR

X

*

Manual 40100-32

05/17

INSTALLATION, OPERATION & MAINTENANCE

As a plumbing appurtenance your Endura® grease interceptor MUST

WARNING!

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,

DO NOT PRESSURE TEST

invalidate your warranty and could cause serious bodily injury.

RISK OF SERIOUS INJURY

Technical Support
[e-mail]

Canada

Tel: [phone]

1-800-461-1771

Fax: [phone]

U.S.A

Tel: [phone]

1-888-461-5307

Fax: [phone]

Features Overview

AIR BALANCED
ENVIRONMENT

GREASE IN TER CEP TOR

BUILT-IN HEIGHT

ADJUSTMENT

TANK PROFILE

RESISTS

FLOTATION

CORRUGATED WALLS

FOR STRENGTH

GREASE IN TER CEP TOR

LOAD RATED

GREASE IN TER CEP TOR

GREASE IN TER CEP TOR

COVER & FRAME

CUT TO SUIT RISER
EXTENSION

REMOTE PUMP READY

AIR & WATER TIGHT
EXTENSION SYSTEM

FACTORY PLUMBED
3-WAY OUTLET
SYSTEM

MANUAL
LIFTING
POINTS

INTEGRATED LIFTING

LOCATIONS

INTEGRATED TIE DOWN

CLOSED RIBS FOR

FLOTATION RESISTANCE

LOCATIONS

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.

- 2 -

Table of Contents

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

Glossary of Terms

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+

Page

Installer Checklist 14
Operation 15
Maintenance 16
Pumper Checklist 18
Trouble Shooting 19
Frequently Asked Questions 20
Warranty 23
Registration Card 24

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.

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.

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.

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

– Available online – Mobile Friendly

BMP

– Best Management Practices

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.

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.

- 3 -

Quick Start Guide

tO

Ensure adequate room for

piping connections

and inspections

G

REASE INTE

RCEP

T

OR

GREASE INT

ERC

EPTOR

G

REASE INTE

RCEP

T

OR

GREASE INTERC

EPTOR

Cleanout

OUTSIDE -

OUT

IN

Cleanout

Cleanout

Max. 25ft

FCD Air Intake

PDI

External Flow

Control. Located

as close as possible to

the last fixture

Cleanout Cleanout

Sink

Flow

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).

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).

Min. Base

6" Minimum Base

of Crushed aggregate

material approximately

3/4" size rock, pea

gravel or sand

Anchoring

(if required)

Concrete Anchor

Base (if anchoring

Inle

Min.

is required)

Level end to end

Flow Direction

6"

Level side to side

Min.

8"

utlet

Min.

12"

Min.

12"

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.

Sink

IN

PDI

External Flow
Control installation

FCD Air Intake

Max. 25ft

(for PDI)

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.

4. Installations with External Flow Control

(PDI G-101/ASME A112.14.3 - Type A)

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.

GREASE INTERC

OR
T

RCEP

EPTOR

REASE INTE
G

SIDE -

See page 6 for

cleanout part numbers

Cleanout

Inlet

Ensure adequate room for

piping connections

and inspections

GREASE INT

OR
T

RCEP

ERC

EPTOR

REASE INTE
G

OUT

Outlet

END - OUT

Cleanout

- 4 -

Quick Start Guide

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

72”

Maximum

height

Vehicular traffic reinforced concrete

8"

X

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.

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)

material approximately

For Spec See Page 8-9

Continue fill of

Crushed aggregate

3/4" size rock,

pea gravel or sand

WARNING!

DO NOT

PRESSURE TEST.

RISK OF SERIOUS

INJURY.

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).

72”

Maximum

height

Reinforced concrete pad for traffic rated installations

8"

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.

- 5 -

Technical Information

Grade

.625" Raised Cover

10,000 lb

4536 kg

20

21

14

15

16 17

22

Air Balance/
Sampling Cap

13

is ESSENTIAL to
the operation of
the interceptor.

- 6 -

18

19

All images are for illustrative

purposes only. Actual parts

my dier.

Access Covers

Trac Rated CSA B481.0 Type ‘S’

10,000 lb

4536 kg

S

Grade

.625" Raised Cover

Pedestrian/Light Trac Rated

CSA B481.0 Type ‘M’

2000 lb
907 kg

M

Cover Flush to Grade

10

11

12

9

Mechanical

Joint couplings

(by others)

1 52 63 74 8

Parts Overview

Endura® XL Tank Components

Item # Description Qty Part #

1 Endura® XL 75gpm tank 4” Spigot connections with S Rated Lids 1

2 Endura® XL 75gpm tank 4” Spigot connections with M Rated Lids 1

3 Endura® XL 75gpm tank 4” Threaded connections with S Rated Lids 1

4 Endura® XL 75gpm tank 4” Threaded connections with M Rated Lids 1

5 Endura® XL 100gpm tank 4” Spigot connections with S Rated Lids 1

6 Endura® XL 100gpm tank 4” Spigot connections with M Rated Lids 1

7 Endura® XL 100gpm tank 4” Threaded connections with S Rated Lids 1

8 Endura® XL 100gpm tank 4” Threaded connections with M Rated Lids 1

9 75gpm Replacement Dynamic Bae Assembly 1

10 100gpm Replacement Dynamic Bae Assembly 1

11 Internal Flow Control Plate - 75gpm 1

12 Internal Flow Control Plate - 100gpm 1

13 Endura® XL Air Balance/Sample Port Cap 1

14 Cover Seal 2

15 Tamper Resistant Cover Fasteners 2

16 Endura® XL Cover - Trac Rated CSA B481.0 Type ‘S’ 2

17 Endura® XL Cover - Pedestrian/Light Trac Rated CSA B481.0 Type ‘M’ 2

External Flow Control - for PDI/ASME Type A applications

18 Endura® XL External Flow Control - 75gpm 1

19 Endura® XL External Flow Control - 100gpm 1

Parts Purchased - Recommended Installation

20 4” 2-Way Cleanout - Sewer x Sewer x DWV 1

21 4” 2-Way Cleanout - Sewer 1

Parts Purchased - Remote Pump Application

22 Remote pump pipe seal (optional) 1

4075A04
4075A04M
4075A04T
4075A04MT
40100A04
40100A04M
40100A04T
40100A04MT
4075ARDB
40100ARDB
4075-21
40100-21
40100-33
40100-4
40100ARSB
40100ARCS
40100ARCM

4044275
40442100

414150BC
414155BC

40100TPS3

Technical Information

External Flow
Control Dimensions

• Flow Control

Connection

Iron Pipe Size

(Solvent weld)

A 6.13”

B 6.84”

C -

• Flow Control

4” h x h

(155.7mm)

(173.7mm)

Pipe by

others

Air Intake can be connected to building
vent system or be independently to the
atmosphere based on local code.

• Air Intake Tee

4” h x h

3.19”

(81mm)

5.04”

(128mm)

2.72”

(69.1mm)

• Air Intake Tee

Specication:

Sample specication clause.

Contractor shall install a Endura® XL Hydromechanical Grease Interceptor (HGI), Part No. 40100A04
4075A04
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

, 4075A04M q (See page 6 table), and rated to 100GPM q 75GPM q (Indicate as Applicable) independently third-party

q

Capacities

• Part Number 4075A04

Endura XL75 Endura XL100

40100A04

4075A04M

40100A04M

US Gallons Per Minute - GPM (L/Sec) 75 (4.74) 100 (6.3)

Min. Grease Capacity - lb (kg) 150 (68.2) 200 (90.8)

Grease Capacity Actual

(ASME A112.14.3) - lb (kg)

†

NSF ES 15741

Average Eciency % (ASME

A112.14.3)

Operating Temperature Capabilities

Cover Load Rating- CSA B481.0

CSA B481.0

Min. Test Load for Approval

Unit Weight (Empty)

Liquid Capacity

Connection size

S 10,000 lb (4536 kg)
M 2000 lb (907 kg)

S 20,000 lb (9072 kg)
M 4000 lb (1814 kg)

†

559 (253)

1058 (480)

>98% >98%

160˚F

(71˚C)

233 lb

(106 kg)

158 gal
(598 L)

(71˚C)

S 10,000 lb (4536 kg)
M 2000 lb (907 kg)

S 20,000 lb (9072 kg)
M 4000 lb (1814 kg)

283 lb

(128 kg)

257 gal
(973 L)

4” 4”

(mechanical joint only)

®

For full CAD, BIM Models
and 3 Part Master Format

CAD BIM SPECS

, 40100A04M q,

q

Specs visit www.arcat.com
Search keyword “endura”

(Tick if required).

q

†

160˚F

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
40442100AT
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.

, 4044275AT q (Indicate as applicable) with molded orice and removable access cap will be installed upstream of

q

, 4044275A q

q

- 7 -

Installation Specications

79”

50”

72”

height

Maximum

Native soil

pea gravel or sand

aggregate material

6” Min. base crushed

approx. 3/4" size rock,

95 proctor.

Rebar

Concrete Pad must extend

18" outside the unit footprint

4"

22”

26”

18" outside

must extend

Concrete Pad

the unit footprint

14

45.00°

43”

Rebar

4"

Top View

2 1/2" Min.

29”

Finished Grade

Elevation View

8"

59”

39.5”

DIMENSIONS

32”

Concrete slab

on outlet pipe of each

unit (by others)

Clean out to grade

72”

Maximum

EXCAVATION AND

BACKFILL DETAIL

(INTERIOR OR EXTERIOR)

height

or sand

Flow

Standard 4”

tee (414155BC)

2-Way cleanout

mechnical joint

coupling (by others)

Crushed aggregate

material approximately

3/4" size rock, pea gravel

Endura brand products

manufactured by

Canplas Industries Ltd.

Canplas Industries Ltd.

500 Veterans Drive, Box 1800

Barrie, Ontario,

Canada L4M 4V3

CAN: 1-800-461-1771 USA: 1-888-461-5307

PE

REV: 1.2

4075A04 4075A04T 4075A04M 4075A04MT

DWG NUMBER: XL75BGT

MATL:

DATE: MAY, 2017

DWG BY: L.S.

Risers to grade

mechnical joints

coupling (by others)

SIDE VIEW DETAIL

(Connecting pipe and fittings by others)

For unit details see specification sheet for selected unit

NOTES:

Endura XL grease interceptors are rated and supplied with an internal flow control system already in place.

PROPRIETARY AND CONFIDENTIAL - © Canplas 2017

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.

DESCRIPTION:

(INTERIOR OR EXTERIOR)

CONCRETE SLAB DETAIL FOR TRAFFIC LOADING

Standard 4”

tee (414155BC)

2-Way cleanout

on inlet pipe of each

Clean out to grade

unit (by others)

Flow

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.

- 8 -

All Endura® XL Grease Interceptors are manufactured with no hub connections. Threaded connections are

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

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 EX TENSION 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.