New Non-Statutory SuDS Standards for England – what can they deliver for water quality in England?

In June, we saw the publication of the new, Non-Statutory National Standards for Sustainable Drainage Systems (SuDS). These new standards are intended to help developers and their consultants to design, maintain, and operate surface water drainage systems for new developments and retrofit SuDS. They have been published to promote consistency and to help ensure the long-term performance and resilience of surface water drainage.

You can read them here: https://www.gov.uk/government/publications/national-standards-for-sustainable-drainage-systems

Let’s explore the water quality elements of the new Standards and consider how they control pollution and ensure better quality water is flowing into our rivers and oceans.

 


 

Pollution Control

Overall, there are some excellent new clauses in the Standards, particularly around highway runoff and pollution control. Front and centre is the reminder in the ‘Introduction’ that ‘these standards only apply to the management of surface water runoff that is essentially uncontaminated and consists predominantly of rainwater. For some applications where there is a higher risk (for example, a large car park), the inclusion of proprietary measures as opposed, or in addition, to Nature based SuDS may be needed.’

This is excellent recognition of the need for pollution control devices to be included upstream of vegetative SuDS features; this requirement is already included in the CIRIA SuDS Manual, but it is often overlooked. By having it in the new SuDS Standards, designers and planners will be reminded of the need to include pollution control devices where necessary. This is further reinforced by Clause 4.5 of the Standard, which says that ‘SuDS features located in publicly accessible or visible locations shall be designed and maintained to provide a suitable quality of water for aesthetic and amenity reasons and to support biodiversity whilst being safe to the public and not environmentally polluting. Attenuated water should generally be clear, well oxygenated, avoid any strong or unpleasant odours or significant oil sheen, discolouration, or contain debris, excessive organic detritus or litter.’ This reminds designers that the stormwater running into SuDS devices cannot be so heavily polluted that it creates dirty, contaminated, wetted environments that smell and cause a nuisance to local people and wildlife. A SPEL Smartceptor or a SPEL ESR Treatment System are ideal devices to provide this protection, and to assure designers that raingardens and other natural features they include can become attractive habitats where wildlife can thrive.

This concept is embedded in Principle 5 of the Standards which states that opportunities should be maximised to help cleanse runoff prior to discharge to the water environment of diffuse particulate and chemical substances that may have been entrained.

Pollution Oil Spill


 

Groundwater Protection

The new Standards are written to make sure that groundwater protection is valued too, and Clause 4.7 states that ‘Surface water runoff from land uses with a higher risk to surface and groundwaters are likely to require proprietary treatment products as part of the management train to ensure adequate treatment (for example, from large car parks or more heavily trafficked roads).’

It is reassuring to see that the Clause goes on to say that ‘these products shall be supported by sufficient evidence of their likely performance to the satisfaction of regulators to ensure they will provide the necessary treatment for the lifetime of the development with appropriate maintenance (for example, oil separators or vortex separators).’ This reminder that manufactured products should only be included in the SuDS design if their performance has been proven in independent testing and that their function can be assured for the design life of the SuDS scheme is a welcome update. SPEL’s SuDS Systems have all been 3rd party tested and accredited, and their pollution control performance can be verified with our various test certificates. The structural integrity of our product range is also proven and tested, and we can provide warranties that meet or exceed the design life of the scheme.

UK countryside showing groundwater


 

Highway Runoff

We are pleased to see the new Standards recognising that the pollution risk to surface water and groundwater from some land uses is so high that it is unlikely to be appropriate for them to drain to those surface waters or groundwaters using a ‘vegetative SuDS approach’. This is also clear from the introduction to the document, which states that ‘although these standards apply for developments which include road drainage, they are not intended to be applied to the trunk road network managed by National Highways. Equivalent provision for SuDS for these roads is contained in the Design Manual for Roads and Bridges.’ The pollutant load from trunk roads and motorways is sufficiently high that SuDS designs that rely wholly on nature-based systems to break down the pollutants are not adequate on their own, and that the pollution must be managed in a well-designed pollution control treatment device to capture the pollutants and to isolate them from the environment.

Road runoff outfall


 

High-Flow Events

Once these pollutants have been captured, it is essential that they are not ‘flushed-out’ in high flow conditions, and the Standards address that concern in Clause 4.10, stating that ‘the surface water drainage design shall consider and mitigate the risks of sediments and associated chemical substances being remobilised into receiving waters during higher flow events. This is to minimise the washout of chemical substances as far as is reasonably practicable and ensure they are retained in the SuDS treatment device.’ It is reassuring to see this in the Standards, as the increase in heavy storm events means that our stormwater designs need to fully consider the risks of very high flows, and to mitigate those flows so that captured pollutants are not flushed downstream. The range of SPEL ESR Bypass treatment systems are ideal for this sediment management, as they bypass exceedance flows, so that there is no excessive turbulence, and the captured sediments are not resuspended.

High flow water


 

Containment of Spillages

Another new topic for the Standards is the containment of spillages and major incidents, reflected in Clause 4.11, where the need to intercept and contain a pollution incident in such a way that the captured pollution can be removed is set out. This provision has been largely overlooked in the past decades, and old manually operated penstocks are located around our old stormwater drains in the UK, where no one maintains them and where they cannot be found in the event of an incident. But the Standards have acknowledged this problem and embraced the availability of new, efficient, remotely operated pollution containment devices, and they should be deployed whenever necessary. This may include high-risk sites, such as discharges into protected habitats, and this may require the provision of penstocks or other proprietary measures.

Pollution containment and spillage interception can be provided for sites where the risk is associated with oil spills as the SPEL ESR Bypass and the ESR Full Flow systems are both certified to BS/EN 858 as well as the British Water Code of Practice SuDS test protocol. The ESR Full Flow system is further equipped with a SPEL ACD (Automatic Closure Device) that will shut down the system in the event of a catastrophic oil spill and capture the spill within the contained system, protecting the environment and wildlife from a pollution disaster.

Pollution oil spill going down a drain


 

Operation and Maintenance

Its great to see that the New Standards don’t end with the design of the SuDS scheme; it goes on to cover the need for good construction, operation, and maintenance of the system. The construction of SuDS and the introduction of retrofit SuDS across British towns and cities over the last 20 years has highlighted the potential problems of SuDS that have been abandoned, and which no longer benefit the local community. There are SuDS devices from Camden to Cardiff that haven’t had money set aside for maintenance and that have fallen into disrepair and dereliction. Standard Clause 7 aims to prevent that from happening and includes a requirement for all new SuDS features to be included in a Register of Structures, held by the Lead Local Flood Authority. It requires that the designer provide details of all maintenance activities and all access details for the features and treatment devices. Although the source of funding for this maintenance has yet to be secured, and the mechanism by which these Standards will be delivered isn’t clear, it is good that they cover the entire life and function of the SuDS schemes, so that future SuDS can deliver all their potential benefits for decades to come. SPEL can provide Operation and Maintenance manuals for our range, to make this as simple as possible for operatives, whilst simply and cost-effectively laying out the maintenance procedure for the Lead Local Flood Authority.

SPEL Engineers on site at a maintenance / commissioning project


 

Permitting and Regulation

Finally, for water quality, the section on the Environmental Permitting Regulations is pivotal. This section states that ‘a permit is required if pollutants present within the effluent or wastewater result in, or might lead to, any indirect or direct input of that pollutant to groundwater. In these circumstances, formal water treatment measures are likely to be required. Sustainable drainage techniques may form part of this treatment process but are unlikely to be the principal treatment (for example, SuDS may be used for a final ‘polishing’ treatment or for attenuation prior to discharge to a surface water or groundwater body).’ This is long-overdue recognition that the level of pollution in stormwater from some urban surfaces is sufficiently polluted that its discharge constitutes a Water Discharge Activity for the purposes of these Regulations. That particularly applies to highway runoff that contains dissolved copper and zinc, along with hydrocarbons and tyre-wear particles. These discharges of runoff from high-risk urban surfaces may need a Permit, or they may be treated adequately by hybrid-SuDS, including proprietary treatment devices, but it is clear that this must be considered, and there is still a possibility that a well-designed SuDS scheme may need to be controlled using an Environmental Permit. The SPEL Products SuDS stormwater treatment range includes an array of treatment devices that can deliver reliable treatment and compliance with Permit conditions for urban stormwater.

Blocked gullys and flooding road run off


 

Summary

All in all, the new Standards are excellent for the control of pollution from urban stormwater. They fully recognise the risks and include all the necessary protections to control those risks. All we need now is for the Department for Environment, Food & Rural Affairs (DEFRA) and the Ministry of Housing, Communities and Local Government (MHCLG) to agree on the vehicle for the delivery of these Standards. As an industry, we have long advocated for the enactment of Schedule 3 of the Floods and Water Management Act, but it looks as if the current government favours the delivery of these Standards via the Planning Framework. We can only hope that the Planning Framework is ‘beefed-up’ so that SuDS are applied consistently across all Planning Authorities, and funding mechanisms are in place to pay for their maintenance and operation in the future. If these Standards can be applied and enforced as they stand, that will represent a significant shift forward in pollution prevention and will deliver widespread improvements in river health across the country.

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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
GS200/200020040042,0401,2002,0001601,0201,0009401602
GS200/300020060062,9301,2003,0002401,0201,0009401602
GS200/400020090093,8101,2004,0003601,0201,0009401602
GS200/50002001100114,7001,2005,0004401,0201,0009401602
GS200/60002001400145,5781,2006,0005601,0201,0009401602
GS300/58603001400142,6901,8005,8605601,6001,6001,5501602
GS300/92703001800184,0151,8009,2707201,6001,6001,5501602
GS300/182003004000407,6201,80018,20016001,6001,6001,5501602
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*3,6503

*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/NG2006333606003,05012254271,1101,05016011
P010 2C/SC/NG200105561001,0004,7001,2254271,1101,0501603
P015 2C/SC/NG300158331501,5004,0201,8755401,6101,5502253
P020 2C/SC/NG300201,1112002,0004,0201,8755401,6101,5502253
P025 2C/SC/NG300251,3892502,5004,2901,8755401,6101,5502253
P030 2C/SC/NG300301,6673003,0005,0701,8755501,6001,50030021
P040 2C/SC/NG300402,2224004,0006,5701,8755501,6001,50030021
P050 2C/SC/NG300502,7785005,0008,2601,8755501,6001,50030021
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/NG4001256,9441,25012,5009,6002,7007652,2852,185450121
P150 2C/SC/NG4001508,3331,50015,00011,2002,7007902,2802,180450121
P200 2C/SC/NG40020011,1102,00020,00016,4002,7009402,1302,030600221
P300 2C/SC/NG50030016,6653,00030,00012,5303,6508753,0002,900600221
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 Capture300201,1112002,0004,2901,8753501,8001,7402251
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 100LWABC750*900
103 C1/SC3301,667453001,5501,3005001,015965160
204 C1/SC4402,222604001,8601,2005501,3501,3003001
206 C1/SC6603,333906002,1201,2005501,3501,3003001
208 C1/SC8804,4441208002,2701,2005501,3501,3003001
210 C1/SC101005,5561501,0002,9201,2005501,3501,3003001
212 C1/SC121206,6671801,2003,5701,2005601,3501,3003001
215 C1/SC151508,3332251,5004,2371,2005601,3501,3003001
320 C1/SC2020011,1113002,0003,2001,8007001,4501,350450
325 C1/SC2525013,8893752,5003,5401,8007001,4501,350450
330 C1/SC3030016,6674503,0004,4201,8007001,4501,35045011
340 C1/SC4040022,2226004,0005,7601,8007401,4101,3104501
345 C1/SC4545025,0006754,5006,5701,8007401,4101,3104501
350 C1/SC5050027,7787505,0007,0601,8007401,4101,3104501
460 C1/SC6060033,3339006,0004,4002,6009502,1002,00060011
470 C1/SC7070038,8891,0507,0005,2502,6009502,1002,00060011
480 C1/SC8080044,4441,2008,0006,1702,6009502,1002,00060011
4100 C1/SC1001,00055,5561,50010,0007,4002,6001,1001,9501,85075011
4125 C1/SC1251,25069,4441,87512,5009,0502,6001,1001,9501,85075011
4150 C1/SC1501,50083,3332,25015,0009,9502,6001,1001,9501,8507502
4160 C1/SC1601,60088,8892,40016,00011,8302,6001,2501,8001,70075012
5180 C1/SC1801,800100,0002,70018,0007,4703,5001,1852,6902,55090012
5200 C1/SC2002,000111,0003,00020,0008,5303,5001,1852,4252,3251,20012
5250 C1/SC2502,500139,0003,75025,00010,0403,5001,1852,4252,3251,20012
6300 C1/SC3003,000167,0004,50030,00010,3104,0001,3252,8502,6751,20012
6350 C1/SC3503,500194,0005,25035,00011,5004,0001,3252,8502,6751,20023
6400 C1/SC4004,000222,0006,00040,00012,6904,0001,3252,8502,6751,20023
6500 C1/SC5005,000278,0007,50050,00015,8704,0001,3252,8502,6751,20024
6600 C1/SC6006,000333,0009,00060,00018,2604,0001,3252,8502,6751,20014
6700 C1/SC7007,000389,00010,50070,00022,2504,0001,3252,8502,6751,20025
6500 C15005,00027.87,500Nil11,9104,1501,3252,8502,6751,20014
6600 C16006,00033.39,000Nil13,5104,1501,3252,8502,6751,20014
6700 C17007,00038.910,500Nil16,6504,1501,3252,8502,6751,20015
6800 C18008,00044.412,000Nil19,8904,1501,3252,8502,6751,20016
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/ESR2004222404001,7101,2206301,1101,0501601
P006/1C/ESR2006333606002,3101,2206301,1101,0501601
P010/1C/ESR200105561001,0003,4001,2206301,1101,0501601
P015/1C/ESR300158331501,5003,2001,8003501,8001,74022511
P020/1C/ESR300201,1112002,0003,5401,8003501,8001,74022511
P030/1C/ESR300301,6673003,0004,4201,803901,7601,70030011
P040/1C/ESR300402,2224004,0005,7601,8003901,7601,70030011
P050/1C/ESR300502,7785005,0007,0601,8003901,7601,70030011
P065/1C/ESR400653,6116506,5004,8102,6004252,6252,52530012
P080/1C/ESR400804,4448008,0005,7002,6004252,6252,52530012
P100/1C/ESR4001005,5551,00010,0007,4002,6004752,5752,47545012
P125/1C/ESR4001256,9441,25012,5008,5802,6004752,5752,47545012
P150/1C/ESR4001508,3331,50015,00010,1802,6004752,5752,47545012
P165/1C/ESR4001659,1661,65016,50011,2002,6005002,5502,45045012
P200/1C/ESR40020011,1102,00020,00013,7102,6006602,3902,290600121
P250/1C/ESR40025013,8882,50025,00016,7502,6006602,3902,290600122
P280/1C/ESR40028015,5552,80028,00018,8002,6006602,3902,290600122
P300/1C/ESR50030016,6653,00030,00012,4103,5008053,0702,970750122
P400/1C/ESR50040022,2204,00040,00015,7603,5008053,0702,970750222
P500/1C/ESR50050027,7755,00050,00020,5303,5009552,9202,8209002211
P500/1C/ESR60050027,7755,00050,00016,0404,0009253,2503,1509002211
P600/1C/ESR60060033,3306,00060,00019,0804,0009253,2503,150900222
P700/1C/ESR60070038,8887,00070,00021,4704,0009253,2503,150900323
P800/1C/ESR60080044,4408,00080,00023,0204,0009253,2503,1509003221
P900/1C/ESR60090049,8469,00090,00024,6584,0009253,2503,150900323
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)
LABC7509001200
210C1/ESR200101001,3331501,0002,9201,2205501,3501,3003001
212C1/ESR200121201,60018012003,5701,2205501,3501,3003001
215C1/ESR200151502,0002251,5004,2371,2205501,3501,3003001
320C1/ESR300202002,6653002,0003,2001,8007001,4501,350450
325C1/ESR300252503,3333752,5003,5351,8007001,4501,350450
330C1/ESR300303004,0004503,0004,4201,8007001,4501,35045011
340C1/ESR300404005,3336004,0005,7601,8007401,4101,3104501
345C1/ESR300454506,0006754,5006,5631,8007401,4101,3104501
350/C1/ESR300505006,6657505,0007,0601,8007401,4101,3104501
460C1/ESR400606008,0009006,0004,4002,6009502,1002,00060011
470C1/ESR400707009,3331,0507,0005,2502,6009502,1002,00060011
480C1/ESR4008080010,6651,2008,0006,1702,6009502,1002,00060011
4100C1/ESR4001001,00013,3331,50010,0007,4002,6001,1001,9501,85075011
4125C1/ESR4001251,25016,6651,87512,5009,0002,6001,1001,9501,85075011
4150C1/ESR4001501,50020,0002,25015,0009,9302,6001,1001,9501,8507502
4160C1/ESR4001601,60021,3332,40016,00011,8302,6001,2501,9501,85075012
5180C1/ESR5001801,80024,0002,70018,0007,4723,5001,1852,6902,55090012
5200C1/ESR5002002,00026,6653,00020,0008,5303,5001,1852,5702,3551,20012
5250C1/ESR5002502,50033,3333,75025,00010,0403,5001,1852,6902,3551,200
6300C1/ESR6003003,00040,0004,50030,00010,3104,0001,3252,8502,6751,20012
6350C1/ESR6003503,50046,6655,25035,00011,5004,0001,3252,8502,6751,20023
6400C1/ESR6004004,00053,3336,00040,00012,6904,0001,3252,8502,6751,20023
6500C1/ESR6005005,00066,6657,50050,00015,8804,0001,3252,8502,6751,20024
6600C1/ESR6006006,00080,0009,00060,00018,2564,0001,3252,8502,6751,20015
6700C1/ESR6007007,00093,33310,50070,00022,2504,0001,3252,8502,6751,200

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