SuDS · Water Quality Calculator

SuDS Water Quality Treatment Device Calculator

Assess SuDS water quality treatment options using the SuDS Manual (C753) Simple Index Approach and generate an indicative treatment train from certified SPEL systems.

The SPEL SuDS Water Quality Treatment Device Calculator is a practical tool for engineers, designers and specifiers assessing surface water treatment requirements.

Enter the site Pollution Hazard Index risk level, catchment area and proposed treatment requirements to generate an indicative treatment train using SPEL water quality treatment systems.

The calculator is intended to support engineering assessment and product selection. Final system design, product sizing, hydraulic performance, site suitability and regulatory compliance must be independently checked before specification or installation.

SuDS Manual C753

Based on the Simple Index Approach.

Certified Treatment Solutions

Select from SPEL water quality treatment systems.

Save & Export

Copy, download or share your indicative treatment specification.

Technical Support

Discuss your project with the SPEL Products technical team.

SPEL Products

SUDs Water Quality – Treatment Device Calculator

This calculator helps engineers and specifiers to generate a compliant and certified treatment train in line with the SUDs manual (C753) ‘simple index approach’ SIA.

1 Site & treatment inputs

m²

2 Generated treatment train

Risk level
—
Catchment
—
Stages
0

Sizing basis: each device is sized to the smallest model whose certified capacity meets or exceeds the site demand. Confirm against the modelled peak flow before finalising.

Important design notice

This calculator is provided as an indicative engineering aid only and does not replace professional engineering judgement or project-specific design.

Results depend on the accuracy and completeness of the information entered by the user. Incorrect, incomplete or inappropriate inputs may result in incorrect or unsuitable outputs.

All calculations, treatment selections, product sizes and specifications generated by this calculator must be independently reviewed and confirmed by a suitably qualified engineer and a SPEL Products technical representative before they are relied upon for specification, procurement, installation or construction.

SuDS Design Guidance & Help Notes

Practical guidance to help engineers and specifiers understand SPEL treatment options for different Pollution Hazard Index risk levels and treatment requirements.

Use the sections below to compare treatment systems and understand how SPEL products can form part of a SuDS water quality treatment train.

SPEL Smartceptor® Hydrodynamic Vortex Separator

The SPEL Smartceptor features a compact vertical design, making it particularly suitable where installation space is limited.

Its small footprint allows effective surface water treatment to be incorporated into constrained sites while maintaining convenient access for inspection and maintenance.

The SPEL Smartceptor can meet the Low Risk Pollution Hazard Index mitigation requirement within a single, offsite-built treatment unit, subject to appropriate selection and sizing.

Key benefits:

  • Compact vertical design
  • Small installation footprint
  • Accessible for inspection and maintenance
  • Offsite-built treatment unit
  • Suitable for many space-constrained sites

SPEL ESR Treatment System

The SPEL ESR Treatment System is a horizontal water treatment device available in bypass and full-flow configurations and across a wide range of model sizes.

Its horizontal configuration can be particularly useful where a relatively shallow excavation is preferred.

The system also provides substantial hydrocarbon and silt storage capacity, helping to increase storage between maintenance events while supporting effective pollutant treatment.

The SPEL ESR Treatment System exceeds the Low Risk Pollution Hazard Index mitigation requirement within a single, offsite-built horizontal unit, subject to appropriate selection and sizing.

Key benefits:

  • Horizontal installation
  • Wide range of model sizes
  • Available as bypass or full flow
  • High hydrocarbon storage capacity
  • High silt storage capacity
  • Offsite-built treatment unit

Low Risk Pollution Hazard Index Areas

For low-risk sites, either a SPEL Smartceptor® Hydrodynamic Vortex Separator or a SPEL ESR Treatment System can provide the required mitigation within a single treatment device, subject to project-specific assessment and appropriate sizing.

Which solution should I consider?

Choose Smartceptor where space is limited

The compact vertical configuration can make Smartceptor particularly suitable where available installation footprint is restricted.

Choose ESR where storage capacity or shallow excavation is important

The horizontal ESR range provides substantial hydrocarbon and silt storage and a wide choice of model sizes.

Need help selecting a treatment device?

Every project is different. Speak to the SPEL technical team to discuss the proposed application, hydraulic requirements and treatment objectives.

Medium Risk Pollution Hazard Index Areas

Medium-risk sites require a higher level of surface water treatment than low-risk applications.

The most appropriate treatment solution will depend on the pollution risk, site characteristics, hydraulic design and potential for hydrocarbon spills.

Recommended SPEL Solution for Medium SuDS Risk

For many medium-risk applications, the SPEL ESR Treatment System is the preferred SPEL solution because the required mitigation can be achieved within a single below-ground treatment device, subject to appropriate sizing and project-specific design checks.

The SPEL ESR Treatment System is also certified to BS EN 858.

Using a single treatment device can simplify the treatment train, reduce the number of below-ground components and potentially simplify installation and ongoing maintenance.

SPELBasin

The SPELBasin can also achieve the required medium-risk mitigation within a single device, subject to appropriate selection and project-specific assessment.

Where expected pollutant loads are high, or where there is an increased likelihood of an oil or hydrocarbon spill, an ESR Treatment System should be considered because of its hydrocarbon and silt storage capacity and BS EN 858 certification.

Using Smartceptor for Medium SuDS Risk

Where a SPEL Smartceptor is selected as the primary treatment device for a medium-risk application, an additional downstream treatment stage will normally be required to achieve the required overall mitigation.

For this reason, an ESR Treatment System or SPELBasin will often provide a simpler single-device treatment solution for medium-risk sites.

Final selection should be based on the specific site design, pollution risk and hydraulic requirements.

Treatment Train Design for High SuDS Risk

High Pollution Hazard Index applications will often require more than one treatment stage to achieve the required overall mitigation.

The order of treatment devices can therefore have a significant effect on the calculated treatment performance of the complete treatment train.

Under the SuDS Manual Simple Index Approach, the effectiveness credited to subsequent treatment stages is reduced compared with the first stage.

For this reason, where a high-mitigation treatment device such as a SPEL ESR Treatment System is proposed, positioning it earlier within the treatment train can maximise the mitigation contribution available from that device.

Using Smartceptor within a High-Risk Treatment Train

Where a SPEL Smartceptor is selected as the first stage of treatment for a high-risk application, the downstream treatment stages must be selected carefully to ensure that the complete treatment train achieves the required mitigation indices.

Depending on the project, using a higher-mitigation treatment device such as the SPEL ESR Treatment System as the initial treatment stage may simplify the treatment train and improve the overall mitigation available through the Simple Index Approach.

The final treatment train must be assessed by the project engineer against the specific Pollution Hazard Indices and Mitigation Indices applicable to the development.

Full Flow vs Bypass SuDS Treatment Systems

SPEL ESR Treatment Systems are available in full-flow and bypass configurations.

Selecting the appropriate arrangement depends on the drainage design, treatment flow, site pollution risk and potential consequences of a hydrocarbon spill.

Full Flow Treatment Systems

A SPEL ESR Full Flow Treatment System treats the full design flow entering the treatment unit, subject to the hydraulic capacity of the selected model.

Full-flow systems include an automatic closure device designed to close the separator outlet in the event of a significant hydrocarbon accumulation.

This provides an additional level of protection against hydrocarbons passing into the downstream drainage network or receiving environment.

A full-flow treatment system should be considered where the potential pollution or spill risk warrants additional containment.

Bypass Treatment Systems

A SPEL ESR Bypass Treatment System is designed so that the treatment chamber processes the designated treatment flow, while higher storm flows bypass the main treatment chamber.

BS EN 858 provides for the use of bypass separators in applications where the risk of significant hydrocarbon contamination is low.

Where the consequences or likelihood of a hydrocarbon spill are greater, a full-flow treatment system should be considered.

Which system should I use?

The appropriate separator configuration must be determined by the project engineer based on the site risk assessment, drainage design, expected flows, pollution loading and relevant regulatory requirements.

Dissolved Metal Removal Requirements

Some planning authorities or project requirements may require additional treatment for dissolved metals and other dissolved pollutants beyond the standard SuDS Pollution Hazard Index assessment.

Where dissolved metal removal is required, SPEL recommends a treatment train incorporating primary sediment and hydrocarbon treatment followed by a dedicated polishing stage.

Recommended Treatment Arrangement

Stage 1:
SPEL ESR Treatment System

Stage 2:
Attenuation

Stage 3:
Flow Control

Stage 4:
SPELFilter System

Stage 5:
Final Discharge

The SPEL ESR Treatment System is positioned upstream of the attenuation system to provide primary treatment of sediment and hydrocarbons before runoff enters the attenuation system.

Following attenuation and flow control, the SPELFilter provides a final polishing stage designed to assist with the removal of dissolved pollutants before discharge.

This arrangement should be assessed against the specific planning conditions, pollutant requirements, hydraulic design and receiving environment for the project.

SuDS Calculator Disclaimer & Important Information

1. Purpose of the Calculator

The SPEL SuDS Water Quality Treatment Device Calculator is provided for general information and as a preliminary engineering aid only.

It is intended to assist suitably competent engineers, designers and specifiers in reviewing potential SPEL treatment options using information entered by the user and the treatment data incorporated within the calculator.

The calculator does not constitute a complete drainage design, engineering design, environmental assessment, planning assessment, regulatory approval or professional engineering advice.

2. Accuracy of User Inputs

Calculator outputs are dependent upon the accuracy, completeness and suitability of the information entered by the user.

SPEL Products does not independently verify the project information entered into the calculator.

Incorrect, incomplete, inaccurate or inappropriate input data may produce incorrect, incomplete or unsuitable results.

The user is responsible for checking all information entered into the calculator before relying on any resulting calculation or treatment recommendation.

3. Engineering Responsibility

The calculator is a decision-support tool and is not a substitute for professional engineering judgement.

The project engineer, designer and/or other responsible competent person remains responsible for determining:

  • the applicable Pollution Hazard Index;
  • the required Mitigation Indices;
  • catchment characteristics and areas;
  • design rainfall and hydraulic flows;
  • drainage and hydraulic calculations;
  • site conditions;
  • ground conditions;
  • installation requirements;
  • structural requirements;
  • maintenance requirements;
  • treatment system configuration;
  • product suitability;
  • applicable planning conditions;
  • applicable legislation, standards and regulatory requirements; and
  • the suitability of the final treatment train for the intended application.

No project should be designed, specified, procured, installed or constructed solely on the basis of an output generated by this calculator.

4. Verification of Results

All calculator outputs, treatment trains, product selections, model sizes, calculations and generated specifications must be reviewed and verified before use.

Before specification, procurement, installation or construction, the proposed system must be confirmed by:

  1. a suitably qualified and competent engineer responsible for the project; and
  2. a SPEL Products technical representative.

Where project conditions differ from the assumptions used within the calculator, further assessment or an alternative treatment solution may be required.

5. Site-Specific Conditions

The calculator cannot account for every site-specific condition, design constraint, pollution source or project requirement.

Factors including unusual pollutant loads, industrial processes, spill risks, contaminated land, receiving-water sensitivity, hydraulic constraints, planning conditions and local authority requirements may require additional assessment or treatment.

Users should ensure that all relevant project-specific information has been considered independently of the calculator.

6. Product Information and Changes

Product information, technical data, standards, regulatory guidance and treatment recommendations may change over time.

Users must confirm that they are working from the latest available SPEL Products technical information and applicable guidance before finalising a design or specification.

SPEL Products reserves the right to amend product specifications, technical information and calculator methodology where appropriate.

7. Limitation of Reliance and Liability

To the fullest extent permitted by applicable law, SPEL Products accepts no responsibility for loss or damage arising solely from reliance on calculator results without the independent checks, professional assessment and confirmations described above.

Nothing in this disclaimer excludes or limits any liability which cannot lawfully be excluded or limited, including liability for death or personal injury caused by negligence, fraud or fraudulent misrepresentation.

8. Acceptance

By using this calculator, the user acknowledges that:

  • the calculator provides indicative guidance only;
  • outputs depend upon the information supplied by the user;
  • calculator results may contain errors or may be unsuitable where the information entered is incorrect, incomplete or does not reflect actual site conditions;
  • professional engineering judgement remains necessary; and
  • all proposed specifications must be independently reviewed and confirmed before reliance, procurement, installation or construction.

If you are unsure whether a SPEL treatment system is appropriate for a project, contact the SPEL Products technical team before proceeding.

Selecting a SuDS Water Quality Treatment System

The appropriate SuDS water quality treatment solution depends on the pollution risk associated with the development, the characteristics of the contributing catchment, hydraulic conditions and any site-specific planning or environmental requirements.

The SuDS Manual Simple Index Approach compares the Pollution Hazard Indices associated with a development against the Mitigation Indices provided by the proposed treatment components.

SPEL Products offers a range of surface water treatment systems that can be incorporated into SuDS treatment trains, including hydrodynamic vortex separators, oil and silt treatment systems, attenuation systems, flow control chambers and filtration systems.

For complex sites, high pollution risks or projects with additional dissolved pollutant requirements, contact SPEL Products for technical support.

SuDS Water Quality Calculator FAQs

What is a SuDS Pollution Hazard Index?

The Pollution Hazard Index is used within the SuDS Manual Simple Index Approach to represent the potential pollution risk associated with runoff from different types of development.

The relevant Pollution Hazard Indices should be established by the project designer before selecting an appropriate treatment system.

A Mitigation Index represents the treatment performance attributed to a SuDS treatment component for particular pollutant categories.

The treatment system should be assessed against the Pollution Hazard Indices applicable to the proposed development.

No.

The calculator provides indicative water quality treatment guidance only. It does not undertake the complete hydraulic, drainage, structural, geotechnical or environmental design of a project.

Final design responsibility remains with the project’s suitably qualified engineering professionals.

Calculator outputs can be used as a starting point when developing a project specification, but they must be independently checked before being relied upon.

Product selection, sizing and the complete treatment arrangement should be confirmed by the project engineer and SPEL Products before specification, procurement or installation.

A full-flow SuDS Treatment System is designed to treat the full design flow through the treatment chamber within the capacity of the selected system.

A bypass SuDS Treatment System treats the designated treatment flow while allowing higher storm flows to bypass the principal treatment chamber.

The appropriate configuration depends on the site drainage design and pollution or spill risk.

Additional dissolved pollutant treatment may be required where specified by the planning authority, environmental regulator or project design requirements.

Where this applies, a dedicated polishing treatment stage such as SPELFilter may be incorporated into the treatment train.

Need expert advice on your project?

Every site is different.

The SPEL Products technical team can help you review treatment options, product sizing and project-specific requirements before the proposed solution is finalised.

Session Request

Get personalised, expert assistance with:

Product Selection  |  Specification Support  |  Expert Guidance

This is the SPEL Puraceptor single chamber model sizing chart. For the difference between single and two chamber models see the explanation below under operation.

Model
Series
Nominal Size (NS)
Catchment Area (m2)
Oil Storage (L)
Silt Capacity (L)
Overall Length* (mm)
Overall Diameter (mm)
Inlet Invert (mm)
Base to Inlet (mm)
Base to Outlet (mm)
Optimum In/Out Pipe Diameter** (mm)
Number of Access Shafts(dia. mm)


Flow (l/s)



L

A
B
C

450
600
750
900
1200
P004 1C/SC
200
4
222
40
400
1,720
1,225
630
1,110
1,050
160
–
–
1
–
–
P006 1C/SC
200
6
333
60
600
2,310
1,225
630
1,110
1,050
160
–
–
1
–
–
P010 1C/SC
200
10
556
100
1,000
3,410
1,225
630
1,110
1,050
160
–
–
1
–
–
P015 1C/SC
300
15
833
150
1,500
3,200
1,875
350
1,800
1,740
225
1
–
1
–
–
P020 1C/SC
300
20
1,111
200
2,000
3,540
1,875
350
1,800
1,740
225
–
1
1
–
–
FP 1C/SC
300
20
1,111
200
2,000
4,290
1,875
350
1,800
1,740
225
–

1
–
–
P030 1C/SC
300
30
1,667
300
3,000
4,420
1,875
390
1,760
1,700
300
–
1
–
1
–
P040 1C/SC
300
40
2,222
400
4,000
5,760
1,875
390
1,760
1,700
300
–
1
–
1
–
P050 1C/SC
300
50
2,778
500
5,000
7,060
1,875
390
1,760
1,700
300
–
1
–
1
–
P065 1C/SC
400
65
3,611
650
6,500
4,860
2,700
425
2,625
2,525
300
–
1
–
2
–
P080 1C/SC
400
80
4,444
800
8,000
5,700
2,700
425
2,625
2,525
300
–
1
–
2
–
P100 1C/SC
400
100
5,555
1,000
10,000
7,400
2,700
475
2,575
2,475
450
–
1
–
2
–
P125 1C/SC
400
125
6,944
1,250
12,500
8,580
2,700
475
2,575
2,475
450
–
–
1
2
–
P150 1C/SC
400
150
8,333
1,500
15,000
10,180
2,700
475
2,575
2,475
450
–
–
1
2
–
P165 1C/SC
400
165
9,166
1,650
16,500
11,200
2,700
500
2,550
2,450
450
–
2
1
1
–
P200 1C/SC
400
200
11,110
2,000
20,000
13,710
2,700
660
2,390
2,290
600
–
2
1
1
–
P250 1C/SC
400
250
13,888
2,500
25,000
16,750
2,700
660
2,390
2,290
600
–
2
1
2
–
P280 1C/SC
400
280
15,555
2,800
28,000
18,800
2,700
660
2,390
2,290
600
–
1
2
2
–
P300 1C/SC
500
300
16,665
3,000
30,000
12,410
3,650
805
3,070
2,970
750
–
1
2
2
–
P400 1C/SC
500
400
22,220
4,000
40,000
15,760
3,650
805
3,070
2,970
750
–
2
2
2
–
P500 1C/SC
500
500
27,775
5,000
50,000
20,530
3,650
955
2,920
2,820
900
–
2
2
1
1
P500 1C/SC
600
500
27,775
5,000
50,000
16,040
4,150
925
3,250
3,150
900
–
2
2
1
1
P600 1C/SC
600
600
33,330
6,000
60,000
19,080
4,150
925
3,250
3,150
900
–
2
2
–
2
P700 1C/SC
600
700
38,888
7,000
70,000
21,460
4,150
925
3,250
3,150
900
–
3
2
3
–
P800 1C/SC
600
800
44,440
8,000
80,000
23,020
4,150
925
3,250
3,150
900
–
3
2
2
1
All of the above models are available without silt capacity, below are selected models for size comparison. The P1000 model is only available in non silt format.
P050 1C
300
50
2,778
500
–
5,070
1875
390
1,760
1,700
300
–
–
–
1
–
P065 1C
400
65
3,611
650
–
3,710
2,700
425
2,625
2,525
300
–

–
2
–
P100 1C
400
100
5,555
1,000
–
5,250
2,700
475
2,575
2,475
450
–

–
2
–
P125 1C
400
125
6,944
1,250
–
6,090
2,700
475
2,575
2,475
450
–
–
–
2
–
P165 1C
400
165
9,166
1,650
–
7,960
2,700
500
2,550
2,450
450
–
2

1
–
P250 1C
400
250
13,888
2,500
–
11,830
2,700
660
2,390
2,290
600
–
2

2
–
P300 1C
400
300
16,665
3,000
–
14,120
2,700
660
2,390
2,290
600
–
2

2
–
P500 1C
500
500
27,775
5,000
–
14,340
3,650
955
2,920
2,820
900
–
2
2
1
1
P500 1C
600
500
27,775
5,000
–
11,470
4,150
925
3,250
3,150
900
–
2
2
1
1
P700 1C
600
700
38,888
7,000
–
15,880
4,150
925
3,250
3,150
900
–
3
2
3
–
P1000 1C
600
1,000
55,550
10,000
–
21,407
4,150
925
3,250
3,150
900
–
3
2
1
3

*Overall length subject to inlet/outlet and orientation.

**SPEL Separators are designed for a maximum flow (NS/NSB) but can be fitted with larger than the recommended maximum connection size IN/OUT or with the addition of adapters providing the maximum flow (NS/NSB) cannot be exceeded or any increase in the operating level in the SPEL Separator to cause the captured pollutants to escape into the vent connections or through access shaft connections. Any overriding of the above criteria could jeopardise performance to the European Standard BS EN 858-1.

Note: Model FP1C/SC is a special Forecourt separator with 7600 litre spillage holding capacity. Click here for more information on Forecourt Separators.

This is the SPEL Puraceptor two chamber model sizing chart. For the difference between single and two chamber models see the explanation below under operation.

Model
Series
Nominal Size (NS)
Catchment Area (m2)
Oil Storage (L)
Silt Capacity (L)
Overall Length* (mm)
Overall Diameter (mm)
Inlet Invert (mm)
Base to Inlet (mm)
Base to Outlet (mm)
Optimum In/Out Pipe Diameter** (mm)
Number of Access Shafts(dia. mm)


Flow (l/s)



L

A
B
C

450
600
750
900
1200
P006 2C/SC
200
6
333
60
600
3,050
1,225
340
1,200
1,140
160
–
1
1
–
–
P010 2C/SC
200
10
556
100
1,000
4,690
1,225
340
1,200
1,140
160
–
1
1
–
–
P015 2C/SC
300
15
833
150
1,500
4,015
1,875
350
1,800
1,740
225
–
–
2
–
–
P020 2C/SC
300
20
1,111
200
2,000
4,015
1,875
350
1,800
1,740
225
–
–
2
–
–
FP 2C/SC***
300
20
1,111
200
2,000
5,500
1,875
350
1,800
1,740
225
–
–
2
–
–
P025 2C/SC
300
25
1,389
250
2,500
4,290
1,875
350
1,800
1,740
225
–
–
2
–
–
P030 2C/SC
300
30
1,667
300
3,000
4,420
1,875
390
1,760
1,700
300
–
1
2
–
–
P035 2C/SC
300
35
1,944
350
3,500
5,070
1,875
390
1,760
1,700
300
–
1
2
–
–
P040 2C/SC
300
40
2,222
400
4,000
5,760
1,875
390
1,760
1,700
300
–
1
2
–
–
P050 2C/SC
300
50
2,778
500
5,000
7,060
1,875
390
1,760
1,700
300
–
1
2
–
–
P065 2C/SC
300
65
3,611
650
6,500
9,180
1,875
390
1,760
1,700
300
1
–
2
–
–
P080 2C/SC
400
80
4,444
800
8,000
5,700
2,700
425
2,625
2,525
300
–
–
1
1
–
P100 2C/SC
400
100
5,555
1,000
10,000
7,400
2,700
475
2,575
2,475
450
–
–
1
1
–
P125 2C/SC
400
125
6,944
1,250
12,500
8,580
2,700
475
2,575
2,475
450
–
–
2
1
–
P150 2C/SC
400
150
8,333
1,500
15,000
10,180
2,700
500
2,550
2,450
450
–
–
2
1
–
P200 2C/SC
400
200
11,110
2,000
20,000
13,710
2,700
660
2,390
2,290
600
–
1
2
1
–
P250 2C/SC
400
250
13,888
2,500
25,000
16,752
2,700
660
2,390
2,290
600
–
2
1
2
–
P300 2C/SC
500
300
16,665
3,000
30,000
12,530
3,650
675
3,200
3,100
600
–
1
2
–
1
P400 2C/SC
500
400
22,220
4,000
40,000
15,980
3,650
675
3,200
3,100
600
–
2
2
2
–
P500 2C/SC
500
500
27,775
5,000
50,000
20,530
3,650
955
2,920
2,820
900
–
2
2
1
1
P500 2C/SC
600
500
27,775
5,000
50,000
16,260
4,150
925
3,250
3,150
900
–
2
1
1
1
P600 2C/SC
600
600
33,330
6,000
60,000
19,080
4,150
925
3,250
3,150
900
–
2
2
3
–
P700 2C/SC
600
700
38,888
7,000
70,000
22,270
4,150
925
3,250
3,150
900
–
3
2
3
–
P800 2C/SC
600
800
44,440
8,000
80,000
23,020
4,150
925
3,250
3,150
900
–
3
2
2
1
P900 2C/SC
600
900
50,000
9,000
90,000
24,658
4,150
925
3,250
3,150
900
–
3
2
1
2

*Overall length subject to inlet/outlet and orientation.

**SPEL Separators are designed for a maximum flow (NS/NSB) but can be fitted with larger than the recommended maximum connection size IN/OUT or with the addition of adapters providing the maximum flow (NS/NSB) cannot be exceeded or any increase in the operating level in the SPEL Separator to cause the captured pollutants to escape into the vent connections or through access shaft connections. Any overriding of the above criteria could jeopardise performance to the European Standard BS EN 858-1.

Note: Model FP2C/SC is a special Forecourt separator with 7600 litre spillage holding capacity. Click here for more information on Forecourt Separators.

[
ModelSeriesMeals per Day*NSGTank Length (mm)Internal Diameter (mm)Overall Capacity (L)Grease Capacity (L)Inlet Invert (m)Base to Inlet (mm)Base to Outlet(mm)Optimum In/Out Pipe Diameter** (mm)Number of Access Shafts (dia. mm)
LABC600
GS200/200020040042,0401,2002,0001605051,0209701602
GS200/300020060062,9301,2003,0002405051,0209701602
GS200/400020090093,8101,2004,0003605051,0209701602
GS200/50002001100114,7001,2005,0004405051,0209701602
GS200/60002001400145,5781,2006,0005605051,0209701602
GS300/58603001400142,6901,8005,8605605381,5701,5201602
GS300/92703001800184,0151,8009,2707205381,5701,5201602
GS300/182003004000407,6201,80018,20016005381,5701,5201602
ModelSeriesMax. Flow*Silt Capacity (L)Overall Length*Internal Diameter (mm)Opt In/Out Pipe Diameter (mm)Number of Access Shafts (dia. mm)Inlet Invert (mm)
Flow (l/s)L600A
WDS 200/10002001.12501.171,200160mm1–
WDS 200/20002002.25002.051,200160mm1–
WDS 200/30002003.37002.931,200160mm1–
WDS 200/40002004.51,0003.821,200160mm1–
WDS 200/50002005.61,2504.71,200160mm1–
WDS 200/60002006.71,5005.591,200160mm1–
WDS 200/70002007.81,7506.481,200160mm1–
WDS 200/800020092,0007.361,200160mm1–
WDS 200/9000200102,2508.251,200160mm1–
WDS 200/10,000200112,5009.131,200160mm1–
WDS 300/400030051,0001.951,800160mm1–
WDS 300/600030071,5002.761,800160mm1–
WDS 300/800030092,0003.541,800160mm1–
WDS 300/10,000300122,5004.291,800160mm1–
ModelSeriesNominal Size (NB)Catchment Area (M2)Oil Storage (L)Silt Capacity (L)Overall Length* (mm)Overall Diameter (mm)Inlet Invert (mm)Base to Inlet (mm)Base to Outlet (mm)Optimum In/Out pipe Diameter** (mm)Number of Access Shafts (dia. mm)
Flow (l/s)ABC450600750
FR004 SC2004222404001,72012256301,1101,0501601
FR006 SC2006333606002,2701,2256301,1101,0501601
FR010 SC200105561001,0003,4101,2256301,1101,0501601
FR015 SC300158331501,5002,7601,8753501,8001,7402251
FR020 SC300201,1112002,0003,2001,8753501,8001,7402251
FS2 SC300201,1112002,0004,2901,8753501,8001,7402251
FR030 SC300301,6673003,0004,4201,8753901,7601,7003001
FR040 SC300402,2224004,0005,7601,8753901,7601,7003001
FR050 SC300502,7785005,0007,0601,8753901,7601,7003001
FR065 SC400653,6116506,5004,8102,7004252,6252,52530011
FR080 SC400804,4448008,0005,7002,7004252,6252,52530011
FR100 SC4001005,5551,00010,0007,4002,7004752,5752,47545011
FR125 SC4001256,9441,25012,5008,5802,7004752,5752,47545011
FR150 SC4001508,3331,50015,00010,1802,7004752,5752,47545011
FR165 SC4001659,1661,65016,50011,2002,7005002,5502,4504502
FR200 SC40020011,1102,00020,00013,7102,7006602,3902,2906002
FR250 SC40025013,8882,50025,00016,7502,7006602,3902,2906002
ModelSeriesNominal Size (NB)Catchment Area (M2)Oil Storage (L)Silt Capacity (L)Overall Length* (mm)Overall Diameter (mm)Inlet Invert (mm)Base to Inlet (mm)Base to Outlet (mm)Optimum In/Out pipe Diameter** (mm)Number of Access Shafts (dia. mm)
Flow (l/s)ABC450600750
FR040300402,2224004,0201,8753901,7601,7003001
FR050300502,7785005,0701,8753901,7601,7003001
FR065400653,6116503,7102,7004252,6252,52530011
FR080400804,4448004,4002,7004252,6252,52530011
FR1004001005,55510005,2502,7004752,5752,47545011
FR1254001256,94412506,0902,7004752,5752,47545011
FRI504001508,33315007,4002,7004752,5752,47545011
FR1654001659,16616507,9602,7005002,5502,4504502
FR20040020011,11020009,6002,7006602,3902,2906002
FR25040025013,888250011,8302,7006602,3902,2906002
FR30040030016,665300014,1202,7006602,3902,2906002
FR400500400222,2224,000optional*3,650–3–

*Overall length subject to inlet/outlet size and orientation

**SPEL Separators are designed for a maximum flow (NS/NSB) but can be fitted with larger than the recommended maximum connection size IN/OUT or with the addition of adapters providing the maximum flow (NS/NSB) cannot be exceeded or any increase in the operating level in the SPEL Separator to cause the captured pollutants to escape into the vent connections or through access shaft connections. Any overriding of the above criteria could jeopardise performance to the European Standard BS EN 858-1.

Note: Model FS2SC is a special forecourt unit with 7600 litre spillage holding capacity.

Model
Series
Nominal Size (NS)
Catchment Area (m2)
Oil Storage (L)
Silt Capacity (L)
Overall Length (mm)
Inlet Invert (mm)
Base to Inlet (mm)
Base to Outlet (mm)
Optimum Inlet dia.** (mm)


Flow (l/s)



L




P006 2C/SC/M
300
6
333
60
600
3,200
540
1,610
1,550
160
P010 2C/SC/M
300
10
556
100
1,000
5,070
540
1,610
1,550
160
P015 2C/SC/M
300
15
833
150
1,500
6,570
550
1,600
1,500
225
P020 2C/SC/M
400
20
1,111
200
2,000
5,250
625
2,425
2,325
225
P025 2C/SC/M
400
25
1,389
250
2,500
6,170
625
2,425
2,325
225
P030 2C/SC/M
400
30
1,667
300
3,000
7,400
625
2,425
2,325
300
P040 2C/SC/M
400
40
2,222
400
4,000
9,930
For details, please contact our Technical Sales Team
300
P060 2C/SC/M
400
60
3,333
600
6,000
13,710
For details, please contact our Technical Sales Team

300
P080 2C/SC/M
500
80
4,444
800
8,000
10,040
For details, please contact our Technical Sales Team

300
P100 2C/SC/M
500
100
5,555
1,000
10,000
12,530
For details, please contact our Technical Sales Team

450
ModelSeriesNominal Size (NS)Catchment Area (m2)Oil Storage (L)Silt Capacity (L)Overall Length* (mm)Overall Diameter (mm)Inlet Invert (mm)Base to Inlet (mm)Base to Outlet (mm)Optimum In/Out Pipe Diameter** (mm)Number of Access Shafts (dia. mm)
Flow (l/s)LABC4507509001200
P006 2C/SC/NG2006333606003,05012254271,1101,050160–11–
P010 2C/SC/NG200105561001,0004,7001,2254271,1101,050160–3––
P015 2C/SC/NG300158331501,5004,0201,8755401,6101,550225–3––
P020 2C/SC/NG300201,1112002,0004,0201,8755401,6101,550225–3––
P025 2C/SC/NG300251,3892502,5004,2901,8755401,6101,550225–3––
P030 2C/SC/NG300301,6673003,0005,0701,8755501,6001,500300–21–
P040 2C/SC/NG300402,2224004,0006,5701,8755501,6001,500300–21–
P050 2C/SC/NG300502,7785005,0008,2601,8755501,6001,500300–21–
P065 2C/SC/NG300653,6116506,50010,2201,8755501,6001,500300121–
P065 2C/SC/NG400653,6116506,5005,4702,7006652,3852,285300111–
P080 2C/SC/NG400804,4448008,0006,1702,7006652,3852,285300111–
P100 2C/SC/NG4001005,5551,00010,00074002,70066523852285450111–
P125 2C/SC/NG4001256,9441,25012,5009,6002,7007652,2852,18545012–1
P150 2C/SC/NG4001508,3331,50015,00011,2002,7007902,2802,18045012–1
P200 2C/SC/NG40020011,1102,00020,00016,4002,7009402,1302,03060022–1
P300 2C/SC/NG50030016,6653,00030,00012,5303,6508753,0002,90060022–1
P400 2C/SC/NG50040022,2204,00040,00016,3303,6508753,0002,900600322–
ModelSeriesNominal Size (NS)Catchment Area (m2)Oil Storage (L)Silt Capacity (L)Overall Length* (mm)Overall Diameter (mm)Inlet Invert (mm)Base to Inlet (mm)Base to Outlet (mm)Optimum In/Out Pipe Diameter* (mm)Number of Access Shafts (dia. mm)
Flow (l/s)LABC7509001200
FP 1C/SCClass 1 Forecourt SeparatorSingle Chamber with Silt Capture300201,1112002,0004,2901,8753501,8001,7402251––
FP 2C/SCClass 1 Forecourt SeparatorTwo Chamber with Silt Capture300201,1112002,0005,5001,8753501,8001,7402252––
FS2 SCClass 2 Forecourt SeparatorSingle Chamber with Silt Capture300201,1112002,0004,2901,8753501,8001,740225––1
Model
Series
Nominal Size (NS)
Catchment Area (m2)
Oil Storage (L)
Silt Capacity (L)
Overall Length* (mm)
Overall Diameter (mm)
Inlet Invert (mm)
Base to Inlet (mm)
Base to Outlet (mm)
Optimum In/Out Pipe Diameter** (mm)
Number of Access Shafts(dia. mm)


Flow (l/s)



L

A
B
C

450
600
750
900
1200
P006 2C/SC
200
6
333
60
600
3,050
1,225
340
1,200
1,140
160
–
1
1
–
–
P010 2C/SC
200
10
556
100
1,000
4,690
1,225
340
1,200
1,140
160
–
1
1
–
–
P015 2C/SC
300
15
833
150
1,500
4,015
1,875
350
1,800
1,740
225
–
–
2
–
–
P020 2C/SC
300
20
1,111
200
2,000
4,015
1,875
350
1,800
1,740
225
–
–
2
–
–
FP 2C/SC***
300
20
1,111
200
2,000
5,500
1,875
350
1,800
1,740
225
–
–
2
–
–
P025 2C/SC
300
25
1,389
250
2,500
4,290
1,875
350
1,800
1,740
225
–
–
2
–
–
P030 2C/SC
300
30
1,667
300
3,000
4,420
1,875
390
1,760
1,700
300
–
1
2
–
–
P035 2C/SC
300
35
1,944
350
3,500
5,070
1,875
390
1,760
1,700
300
–
1
2
–
–
P040 2C/SC
300
40
2,222
400
4,000
5,760
1,875
390
1,760
1,700
300
–
1
2
–
–
P050 2C/SC
300
50
2,778
500
5,000
7,060
1,875
390
1,760
1,700
300
–
1
2
–
–
P065 2C/SC
300
65
3,611
650
6,500
9,180
1,875
390
1,760
1,700
300
1
–
2
–
–
P080 2C/SC
400
80
4,444
800
8,000
5,700
2,700
425
2,625
2,525
300
–
–
1
1
–
P100 2C/SC
400
100
5,555
1,000
10,000
7,400
2,700
475
2,575
2,475
450
–
–
1
1
–
P125 2C/SC
400
125
6,944
1,250
12,500
8,580
2,700
475
2,575
2,475
450
–
–
2
1
–
P150 2C/SC
400
150
8,333
1,500
15,000
10,180
2,700
500
2,550
2,450
450
–
–
2
1
–
P200 2C/SC
400
200
11,110
2,000
20,000
13,710
2,700
660
2,390
2,290
600
–
1
2
1
–
P250 2C/SC
400
250
13,888
2,500
25,000
16,752
2,700
660
2,390
2,290
600
–
2
1
2
–
P300 2C/SC
500
300
16,665
3,000
30,000
12,530
3,650
675
3,200
3,100
600
–
1
2
–
1
P400 2C/SC
500
400
22,220
4,000
40,000
15,980
3,650
675
3,200
3,100
600
–
2
2
2
–
P500 2C/SC
500
500
27,775
5,000
50,000
20,530
3,650
955
2,920
2,820
900
–
2
2
1
1
P500 2C/SC
600
500
27,775
5,000
50,000
16,260
4,150
925
3,250
3,150
900
–
2
1
1
1
P600 2C/SC
600
600
33,330
6,000
60,000
19,080
4,150
925
3,250
3,150
900
–
2
2
3
–
P700 2C/SC
600
700
38,888
7,000
70,000
22,270
4,150
925
3,250
3,150
900
–
3
2
3
–
P800 2C/SC
600
800
44,440
8,000
80,000
23,020
4,150
925
3,250
3,150
900
–
3
2
2
1
P900 2C/SC
600
900
50,000
9,000
90,000
24,658
4,150
925
3,250
3,150
900
–
3
2
1
2
Model
Series
Nominal Size (NS)
Catchment Area (m2)
Oil Storage (L)
Silt Capacity (L)
Overall Length* (mm)
Overall Diameter (mm)
Inlet Invert (mm)
Base to Inlet (mm)
Base to Outlet (mm)
Optimum In/Out Pipe Diameter** (mm)
Number of Access Shafts(dia. mm)


Flow (l/s)



L

A
B
C

450
600
750
900
1200
P004 1C/SC
200
4
222
40
400
1,720
1,225
630
1,110
1,050
160
–
–
1
–
–
P006 1C/SC
200
6
333
60
600
2,310
1,225
630
1,110
1,050
160
–
–
1
–
–
P010 1C/SC
200
10
556
100
1,000
3,410
1,225
630
1,110
1,050
160
–
–
1
–
–
P015 1C/SC
300
15
833
150
1,500
3,200
1,875
350
1,800
1,740
225
1
–
1
–
–
P020 1C/SC
300
20
1,111
200
2,000
3,540
1,875
350
1,800
1,740
225
–
1
1
–
–
FP 1C/SC
300
20
1,111
200
2,000
4,290
1,875
350
1,800
1,740
225
–

1
–
–
P030 1C/SC
300
30
1,667
300
3,000
4,420
1,875
390
1,760
1,700
300
–
1
–
1
–
P040 1C/SC
300
40
2,222
400
4,000
5,760
1,875
390
1,760
1,700
300
–
1
–
1
–
P050 1C/SC
300
50
2,778
500
5,000
7,060
1,875
390
1,760
1,700
300
–
1
–
1
–
P065 1C/SC
400
65
3,611
650
6,500
4,860
2,700
425
2,625
2,525
300
–
1
–
2
–
P080 1C/SC
400
80
4,444
800
8,000
5,700
2,700
425
2,625
2,525
300
–
1
–
2
–
P100 1C/SC
400
100
5,555
1,000
10,000
7,400
2,700
475
2,575
2,475
450
–
1
–
2
–
P125 1C/SC
400
125
6,944
1,250
12,500
8,580
2,700
475
2,575
2,475
450
–
–
1
2
–
P150 1C/SC
400
150
8,333
1,500
15,000
10,180
2,700
475
2,575
2,475
450
–
–
1
2
–
P165 1C/SC
400
165
9,166
1,650
16,500
11,200
2,700
500
2,550
2,450
450
–
2
1
1
–
P200 1C/SC
400
200
11,110
2,000
20,000
13,710
2,700
660
2,390
2,290
600
–
2
1
1
–
P250 1C/SC
400
250
13,888
2,500
25,000
16,750
2,700
660
2,390
2,290
600
–
2
1
2
–
P280 1C/SC
400
280
15,555
2,800
28,000
18,800
2,700
660
2,390
2,290
600
–
1
2
2
–
P300 1C/SC
500
300
16,665
3,000
30,000
12,410
3,650
805
3,070
2,970
750
–
1
2
2
–
P400 1C/SC
500
400
22,220
4,000
40,000
15,760
3,650
805
3,070
2,970
750
–
2
2
2
–
P500 1C/SC
500
500
27,775
5,000
50,000
20,530
3,650
955
2,920
2,820
900
–
2
2
1
1
P500 1C/SC
600
500
27,775
5,000
50,000
16,040
4,150
925
3,250
3,150
900
–
2
2
1
1
P600 1C/SC
600
600
33,330
6,000
60,000
19,080
4,150
925
3,250
3,150
900
–
2
2
–
2
P700 1C/SC
600
700
38,888
7,000
70,000
21,460
4,150
925
3,250
3,150
900
–
3
2
3
–
P800 1C/SC
600
800
44,440
8,000
80,000
23,020
4,150
925
3,250
3,150
900
–
3
2
2
1
All of the above models are available without silt capacity, below are selected models for size comparison. The P1000 model is only available in non silt format.
P050 1C
300
50
2,778
500
–
5,070
1875
390
1,760
1,700
300
–
–
–
1
–
P065 1C
400
65
3,611
650
–
3,710
2,700
425
2,625
2,525
300
–

–
2
–
P100 1C
400
100
5,555
1,000
–
5,250
2,700
475
2,575
2,475
450
–

–
2
–
P125 1C
400
125
6,944
1,250
–
6,090
2,700
475
2,575
2,475
450
–
–
–
2
–
P165 1C
400
165
9,166
1,650
–
7,960
2,700
500
2,550
2,450
450
–
2

1
–
P250 1C
400
250
13,888
2,500
–
11,830
2,700
660
2,390
2,290
600
–
2

2
–
P300 1C
400
300
16,665
3,000
–
14,120
2,700
660
2,390
2,290
600
–
2

2
–
P500 1C
500
500
27,775
5,000
–
14,340
3,650
955
2,920
2,820
900
–
2
2
1
1
P500 1C
600
500
27,775
5,000
–
11,470
4,150
925
3,250
3,150
900
–
2
2
1
1
P700 1C
600
700
38,888
7,000
–
15,880
4,150
925
3,250
3,150
900
–
3
2
3
–
P1000 1C
600
1,000
55,550
10,000
–
21,407
4,150
925
3,250
3,150
900
–
3
2
1
3
ModelNominal Size (NSB)Peak Flow (l/s)Catchment Area (m2)Oil Storage (L)Silt Storage (L)Length (mm)Internal Diameter (mm)Inlet Invert (mm)Base to Inlet (mm)Base to Outlet (mm)Optimum in/out Pipe Diameter (mm) for Orientation*Number of Access Shafts A-C** Diameter (mm)
Flow (l/s)NSB x 15NSB x 100LWABC450600750*900
103 C1/SC3301,667453001,5501,3005001,015965160––––
204 C1/SC4402,222604001,8601,2005501,3501,300300––1–
206 C1/SC6603,333906002,1201,2005501,3501,300300––1–
208 C1/SC8804,4441208002,2701,2005501,3501,300300––1–
210 C1/SC101005,5561501,0002,9201,2005501,3501,300300––1–
212 C1/SC121206,6671801,2003,5701,2005601,3501,300300––1–
215 C1/SC151508,3332251,5004,2371,2005601,3501,300300––1–
320 C1/SC2020011,1113002,0003,2001,8007001,4501,350450–2––
325 C1/SC2525013,8893752,5003,5401,8007001,4501,350450–2––
330 C1/SC3030016,6674503,0004,4201,8007001,4501,350450––11
340 C1/SC4040022,2226004,0005,7601,8007401,4101,310450–11–
345 C1/SC4545025,0006754,5006,5701,8007401,4101,310450–11–
350 C1/SC5050027,7787505,0007,0601,8007401,4101,310450–11–
460 C1/SC6060033,3339006,0004,4002,6009502,1002,000600––11
470 C1/SC7070038,8891,0507,0005,2502,6009502,1002,000600––11
480 C1/SC8080044,4441,2008,0006,1702,6009502,1002,000600––11
4100 C1/SC1001,00055,5561,50010,0007,4002,6001,1001,9501,850750––11
4125 C1/SC1251,25069,4441,87512,5009,0502,6001,1001,9501,850750––11
4150 C1/SC1501,50083,3332,25015,0009,9502,6001,1001,9501,850750–––2
4160 C1/SC1601,60088,8892,40016,00011,8302,6001,2501,8001,700750––12
5180 C1/SC1801,80010 ha.2,70018,0007,4703,5001,1852,6902,550900––12
5200 C1/SC2002,00011.1 ha.3,00020,0008,5303,5001,1852,4252,3251,200–112
5250 C1/SC2502,50013.9 ha.3,75025,00010,0403,5001,1852,4252,3251,200–212
6300 C1/SC3003,00016.7 ha.4,50030,00010,3104,0001,3252,8502,6751,200––22
6350 C1/SC3503,50019.4 ha.5,25035,00011,5004,0001,3252,8502,6751,200––23
6400 C1/SC4004,00022.2 ha.6,00040,00012,6904,0001,3252,8502,6751,200––23
6500 C1/SC5005,00027.8 ha.7,50050,00015,8704,0001,3252,8502,6751,200––24
6600 C1/SC6006,00033.3 ha.9,00060,00018,2604,0001,3252,8502,6751,200–214
6700 C1/SC7007,00038.9 ha.10,50070,00022,2504,0001,3252,8502,6751,200––25
6500 C15005,00027.8 ha.7,500Nil11,9104,1501,3252,8502,6751,200–1–5
6600 C16006,00033.3 ha.9,000Nil13,5104,1501,3252,8502,6751,200–1–5
6700 C17007,00038.9 ha.10,500Nil16,6504,1501,3252,8502,6751,200–1–6
6800 C18008,00044.4 ha.12,000Nil19,8904,1501,3252,8502,6751,200–––7
ModelSeriesTreated Flow Rate (l/s)Maximum Design Storm Flow (l/s)Catchment area* (m²)Head Loss Storm Flow (mm)Overall Diameter (mm)Overall Chamber Height (mm)Inlet to Base (mm)Inlet Invert (mm)Silt Capacity (L)Hydrocarbon Capacity (L)Pipe Size dia. (mm)Access Opening (mm)
SHV 200/30200301224,0001801,2252,6801,6001,080360220300Ø750
SHV 300/70300702809,3332551,8253,8002,4001,4001,200900450Ø900
SHV 400/20040020065026,6653502,7005,0003,3001,7003,4502,000600Ø1,200
SHV 500/40050040090053,3335003,5405,3903,0002,3905,0004,800750Ø1,200
ModelSeriesMax. Flow (l/s)Catchment Area Based on 65mm/hrOil Storage (L)Silt Capacity (L)Tank Length (mm)Internal Diameter (mm)Inlet Invert (mm)Base to Inlet (mm)Base to Outlet (mm)Optimum in/out Pipe Diameter* (mm)Number of Access Shafts (dia. mm)
ABC4506007509001,200
P004/1C/ESR2004222404001,7101,2206301,1101,050160––1––
P006/1C/ESR2006333606002,3101,2206301,1101,050160––1––
P010/1C/ESR200105561001,0003,4001,2206301,1101,050160––1––
P015/1C/ESR300158331501,5003,2001,8003501,8001,7402251–1––
P020/1C/ESR300201,1112002,0003,5401,8003501,8001,740225–11––
P030/1C/ESR300301,6673003,0004,4201,803901,7601,700300–1–1–
P040/1C/ESR300402,2224004,0005,7601,8003901,7601,700300–1–1–
P050/1C/ESR300502,7785005,0007,0601,8003901,7601,700300–1–1–
P065/1C/ESR400653,6116506,5004,8102,6004252,6252,525300–1–2–
P080/1C/ESR400804,4448008,0005,7002,6004252,6252,525300–1–2–
P100/1C/ESR4001005,5551,00010,0007,4002,6004752,5752,475450–1–2–
P125/1C/ESR4001256,9441,25012,5008,5802,6004752,5752,475450––12–
P150/1C/ESR4001508,3331,50015,00010,1802,6004752,5752,475450––12–
P165/1C/ESR4001659,1661,65016,50011,2002,6005002,5502,450450––12–
P200/1C/ESR40020011,1102,00020,00013,7102,6006602,3902,290600–121–
P250/1C/ESR40025013,8882,50025,00016,7502,6006602,3902,290600–122–
P280/1C/ESR40028015,5552,80028,00018,8002,6006602,3902,290600–122–
P300/1C/ESR50030016,6653,00030,00012,4103,5008053,0702,970750–122–
P400/1C/ESR50040022,2204,00040,00015,7603,5008053,0702,970750–222–
P500/1C/ESR50050027,7755,00050,00020,5303,5009552,9202,820900–2211
P500/1C/ESR60050027,7755,00050,00016,0404,0009253,2503,150900–2211
P600/1C/ESR60060033,3306,00060,00019,0804,0009253,2503,150900–22–2
P700/1C/ESR60070038,8887,00070,00021,4704,0009253,2503,150900–323–
P800/1C/ESR60080044,4408,00080,00023,0204,0009253,2503,150900–3221
P900/1C/ESR60090049,8469,00090,00024,6584,0009253,2503,150900–32–3
ModelSeriesTreated Flow RateMaximum FlowConnectible / Catchment area (m²)*Oil Storage (litres)Silt Capacity (litres)Tank Length (mm)Internal Diameter (mm)Inlet Invert (mm)Base to Inlet (mm)Base to Outlet (mm)Optimum in / out pipe diameter ** (mm)Number of Access Shafts A-C*** (dia. mm)
LABC6007509001200
210C1/ESR200101001,3331501,0002,9201,2205501,3501,300300–1––
212C1/ESR200121201,60018012003,5701,2205501,3501,300300–1––
215C1/ESR200151502,0002251,5004,2371,2205501,3501,300300–1––
320C1/ESR300202002,6653002,0003,2001,8007001,4501,3504502–––
325C1/ESR300252503,3333752,5003,5351,8007001,4501,3504502–––
330C1/ESR300303004,0004503,0004,4201,8007001,4501,350450–11–
340C1/ESR300404005,3336004,0005,7601,8007401,4101,31045011––
345C1/ESR300454506,0006754,5006,5631,8007401,4101,31045011––
350/C1/ESR300505006,6657505,0007,0601,8007401,4101,31045011––
460C1/ESR400606008,0009006,0004,4002,6009502,1002,000600–11–
470C1/ESR400707009,3331,0507,0005,2502,6009502,1002,000600–11–
480C1/ESR4008080010,6651,2008,0006,1702,6009502,1002,000600–11–
4100C1/ESR4001001,00013,3331,50010,0007,4002,6001,1001,9501,850750–11–
4125C1/ESR4001251,25016,6651,87512,5009,0002,6001,1001,9501,850750–11–
4150C1/ESR4001501,50020,0002,25015,0009,9302,6001,1001,9501,850750––2–
4160C1/ESR4001601,60021,3332,40016,00011,8302,6001,2501,9501,850750–12–
5180C1/ESR5001801,80024,0002,70018,0007,4723,5001,1852,6902,550900–12–
5200C1/ESR5002002,00026,6653,00020,0008,5303,5001,1852,4252,3251,200112–
5250C1/ESR5002502,50033,3333,75025,00010,0403,5001,1852,4252,3251,200212–
6300C1/ESR6003003,00040,0004,50030,00010,3104,0001,3252,8502,6751,200–22–
6350C1/ESR6003503,50046,6655,25035,00011,5004,0001,3252,8502,6751,200–23–
6400C1/ESR6004004,00053,3336,00040,00012,6904,0001,3252,8502,6751,200–23–
6500C1/ESR6005005,00066,6657,50050,00015,8804,0001,3252,8502,6751,200–24–
6600C1/ESR6006006,00080,0009,00060,00018,2564,0001,3252,8502,6751,200214–
6700C1/ESR6007007,00093,33310,50070,00022,2504,0001,3252,8502,6751,200–25–

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