Canplas XL100 Installation Manual

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
N
TERCEP TOR
GREASE IN TER CEP TOR
G
R
N
TERCEP TOR
X
Manual 40100-32
INSTALLATION, OPERATION & MAINTENANCE
As a plumbing appurtenance your Endura® grease interceptor MUST
WARNING!
DO NOT PRESSURE TEST
RISK OF SERIOUS INJURY
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.
www.enduraXL.com CAN: 1-800-461-5300 USA: 1-888-461-5307
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 from Canplas.
Canplas has 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, Canplas has 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) and CSA B481.1.
If you have experiences or insights during the installation of this product that you think Canplas needs to be aware of, type www.enduraxl.com/tellCanplas into your browser or mobile device and tell us. We appreciate your inputs as key factors in ongoing product development and take this opportunity to thank you for selecting Endura® XL as your preferred grease management solution.
- 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 = 5-10+
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.
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 = 2.5 - 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
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.
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.
OUTSIDE -
GREASE INT
OR T
RCEP
ERC
EPTOR
REASE INTE G
SIDE -
See page 6 for Canplas 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
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.
9. Completion documentation
Having completed installation and successful inspection, hand-over the installation and all documentation to the client. Fill out your sections of the Limited Lifetime warranty registration (See Page 24). Submit Online at: www.canplasplumbing.com/WarrantyRegistration.aspx or by fax to 1-888-432-2201 (CAN) or 1-888-461-5309 (USA)
72”
Maximum
height
Reinforced concrete pad for traffic rated installations
8"
- 5 -
Technical Information
15
16
10
12
11
17
Air Balance/ Sampling Cap
9
is ESSENTIAL to the operation of the interceptor.
13
14
All images are for illustrative
purposes only. Actual parts
my dier.
7
8
5
6
Parts Overview
Endura® XL Tank Components
Item # Description Qty Part #
1 Endura® XL 75gpm tank 4” Spigot connections 1
2 Endura® XL 75gpm tank 4” Threaded connections 1
3 Endura® XL 100gpm tank 4” Spigot connections 1
4 Endura® XL 100gpm tank 4” Threaded connections 1
5 75gpm Replacement Dynamic Bae Assembly 1
6 100gpm Replacement Dynamic Bae Assembly 1
7 Internal Flow Control Plate - 75gpm 1
8 Internal Flow Control Plate - 100gpm 1
9 Endura® XL Air Balance/Sample Port Cap 1
10 Cover Seal 2
11 Tamper Resistant Cover Fasteners 2
12 Endura® XL Cover 2
4075A04 4075A04T 40100A04 40100A04T 4075ARDB 40100ARDB 4075-21 40100-21 40100-33 40100-4 40100ARSB 40100ARCT
Mechanical
Joint couplings
(by others)
1 2 3 4
- 6 -
External Flow Control - for PDI/ASME Type A applications
13 Endura® XL External Flow Control - 75gpm 1
14 Endura® XL External Flow Control - 100gpm 1
Parts Purchased - Recommended Installation
15 4” 2-Way Cleanout - Sewer x Sewer x DWV 1
16 4” 2-Way Cleanout - Sewer 1
Parts Purchased - Remote Pump Application
17 Remote pump pipe seal (optional) 1
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:
Capacities
XL75 XL100
• Part Number
Add Sux “T” For FPT Connections
Flow Rate (GPM) 75 100
Flow Rate (L/Sec) 4.74 6.3
CAPACITY - Lbs (MIN) 150 200
CAPACITY - Kg (MIN) 68 91
CAPACITY - Lbs (Actual - ASME A112.14.3) 559 1058
CAPACITY - Kg (Actual - ASME A112.14.3) 253 480
• Solids Capacity lbs (Kg) estimated 260lbs (118kg)
• Average Eciency % (ASME A112.14.3) 98% 99%
• Operating Temperature Capabilities
(Intermittent discharge)
• Cover Load Capacity
(Third Party Tested)
• Unit Weight Capacity (Empty) 233 lbs
• Liquid Capacity 158 gal
• Connection size (mechanical) 4” 4”
CAD BIM SPECS
4075A04
(4075A04T)
40100A04
(40100A04T)
350lbs (159kg)
45 Gallons
60 Gallons
160˚F
(71˚C)
20,000 lbs
(9072 kgs)
20,000 lbs (9072 kgs)
283 lbs
(106 kgs)
(128 kgs)
257 gal
(598 L)
®
For full CAD, BIM Models and 3 Part Master Format Specs visit www.arcat.com
(973 L)
(71˚C)
160˚F
Sample specication clause.
Contractor shall install a Canplas Endura® XL Hydromechanical Grease Interceptor (HGI), Part No. 40100A04 4075A04 party certied to the current version of PDI G-101, ASME A112.14.3 and CSA B481.1. Approved alternate is permissible providing written compliance to the following is provided and validated.
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) trac rated access covers, maximizing internal visibility for inspection and maintenance when removed. These covers shall be capable of withstanding a proof load of 20,000lbs, being qualied for application at temperatures from
-20˚F to +100˚F (-29˚C to +38˚C). The cover will be mechanically secured when operational. The interceptor tank shall be constructed with seemless engineering 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 operational 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.
, 4075A04T q (Indicate as applicable), and rated to 100GPM q 75GPM q (Indicate as Applicable) independently third-
q
q
, 4044275AT q (Indicate as applicable) with molded orice and removable access cap will be installed upstream of
q
, 40100A04T q,
q
, 4044275A 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.
www.canplas.com
Made in Canada
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”
Top View
2 1/2" Min.
59”
39.5”
DIMENSIONS
29”
32”
Finished Grade
Rebar
4"
Elevation View
(INTERIOR OR EXTERIOR)
CONCRETE SLAB DETAIL FOR TRAFFIC LOADING
8"
Concrete slab
unit (by others)
Clean out to grade
on outlet pipe of each
Risers to grade
on inlet pipe of each
Clean out to grade
unit (by others)
72”
height
Maximum
Flow
Flow
mechnical joint
Standard 4”
tee (414155BC)
2-Way cleanout
Standard 4”
mechnical joints
tee (414155BC)
2-Way cleanout
Crushed aggregate
coupling (by others)
SIDE VIEW DETAIL
coupling (by others)
Canplas LLC
EXCAVATION AND
BACKFILL DETAIL
(INTERIOR OR EXTERIOR)
or sand
material approximately
3/4" size rock, pea gravel
11402 East 53rd Ave., Suite 200
Canplas Industries Ltd.
500 Veterans Drive, Box 1800
4075A04 4075A04T
(Connecting pipe and fittings by others)
For unit details see specification sheet for selected unit
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CANPLAS INDUSTRIES. ANY REPRODUCTION IN PART
OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CANPLAS INDUSTRIES IS PROHIBITED.
Endura XL grease interceptors are rated and supplied with an internal flow control system already in place.
NOTES:
PROPRIETARY AND CONFIDENTIAL - © Canplas Industries 2015
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:
Denver, Colorado, U.S.A. 80239
1-888-461-5307
1-800-461-5300
Barrie, Ontario, Canada L4M 4V3
PE
MATL:
REV: 0
DATE: MAR, 2015
DWG NUMBER: 001
DWG BY: L.S.
Endura® XL - INTERIOR or EXTERIOR BELOW GRADE INSTALLATION INSTRUCTIONS
BELOW GRADE INSTALLATION INSTRUCTIONS
- 8 -
1. EXCAVATION
All Endura® XL Grease Interceptors are manufactured with no hub connections. Threaded connections are
available from your Canplas 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.
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
4.9 Re-t the original cover(s) provided with the interceptor.
Loading...
+ 16 hidden pages