The SPEL ESR Puraceptor is designed to treat the full flow from the catchment area and includes the important Automatic Closure Device (ACD). This device will close off the outlet when captured oil exceeds the maximum oil spill capacity.
Fully certified to meet the CIRIA SuDS Mitigation Index, this system has been tested by WRc to the British Water Code of Practice for Manufactured Treatment Devices and to the British and European Standard BS EN 858.
SPEL’s ESR range is a total treatment system removing Hydrocarbons, Total Suspended Solids (TSS) and Metals from stormwater. It’s a highly efficient, single unit, SuDS water quality device.
The coalescer inserts are easy to clean and simple to replace but rarely require replacing. The unique ‘insert’ format ensures that this unit can be extracted complete every time, compared to other systems where ‘wrap around’ style units allow the foam to slip off, requiring confined space entry to retrieve.
TSS | 0.8 |
Metals | 0.6 |
Hydrocarbons | 0.9* |
200 Series
(1.2m internal diameter):
Flow Rate: 4-10 l/s
Catchment Area: 222m2 – 556m2
300 Series
(1.8m internal diameter):
Flow Rate: 15-50 l/s
Catchment Area: 833m2 – 2,778m2
400 Series
(2.6m internal diameter):
Flow Rate: 65-280 l/s
Catchment Area: 3,611m2 – 15,555m2
500 Series
(3.5m internal diameter):
Flow Rate: 300-500 l/s
Catchment Area: 16,665m2 – 27,775m2
600 Series
(4m internal diameter):
Flow Rate: 500-900 l/s
Catchment Area: 27,775m2 – 49,846m2
The ESR Puraceptor includes the added benefit of the Automatic Closure Device (ACD) and will treat the full flow. It is designed to treat surface water run-off to a Pollution Hazard Index of ‘Medium’ which covers surfaces such as:
The ESR Puraceptor can be used as part of a treatment train to achieve a Pollution Hazard Index of ‘High’. (See other SPEL SuDS treatment systems).
Designed with reference to BS EN 13121. All tank shells carry the SPEL 25 Year Warranty and life expectancy in excess of 50 years.
Different tank shell specifications are available dependent upon tank invert levels, ground conditions and ground water levels.
160/225/300mm diameter PVCU socket/ spigot.
450, 600, 750, 900 and 1200mm diameter GRP spigot available, for connecting to site pipework via FlexSeal/Band-Seal or similar flexible couplings.
The nine inlet/outlet options below are available to assist with design and installation.
Surface Water Treatment Device Performance Declaration
Testing carried out according to British Water Code of Practice
Product Details | Description |
---|---|
Manufacturer | SPEL Products |
Treatment Device Name/Model | Puraceptor Type ESR P010/1C |
General description | Full Retention Class 1 Separator with Silt Capacity |
Envisaged application | Treatment of Surface Water Run-off |
Pollutant(s) captured | Total Suspended Solids |
Parameter | Value | Unit |
---|---|---|
Treatment device capacity | 3200 | litres |
Sediment Storage capacity | 1000 | litres |
Treatment Flow rate | 10 | l/s |
Connected Area | 1,333 | m² |
Pollution retention flow rate | 10 | l/s |
Parameter | Value | Unit |
Maximum capacity flow rate | 10+ | l/s |
Device head loss (at treatment flowrate) | 0.286 | m |
Device head loss (at maximum capacity treatment flowrate) | 0.286+ | m |
TSS capture and retention efficiency (Milisil W4 test sediment) | 80 | % |
Zinc capture efficiency (if tested) | Not tested for dissolved metals | % |
Zinc retention efficiency (if tested) | Not tested for dissolved metals | % |
Copper capture efficiency (if tested) | Not tested for dissolved metals | % |
Copper retention efficiency (if tested) | Not tested for dissolved metals | % |
Dissolved Metals reduction | 0.0 | % |
Particulate metals reduction* | 60.3* | % |
Total Metals reduction* | 60.3* | % |
+ Maximum test flow for a Full Retention device equates to the device maximum design flow.
* Extrapolated value in accordance with British Water How to Guide: Applying the CIRIA The SuDS Manual (C753) Simple Index Approach to Proprietary / Manufactured Stormwater Treatment Devices. Version 7, Section 4.3, (2021 – under pre-publication review).
As directed by the SuDS Manual, treatment trains should be sized according to the connectible area, see column 4 below.
IMPORTANT: It is essential to cross-check the catchment-based flow rate from the chart below with the modelled flow rate to ensure the separator is correctly sized to treat the peak flow without causing restriction or overstressing the system.
Model | Series | Max. Flow (l/s) | Catchment Area Based on 65mm/hr | Oil 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) | ||||
A | B | C | 450 | 600 | 750 | 900 | 1,200 | |||||||||
P004/1C/ESR | 200 | 4 | 222 | 40 | 400 | 1,710 | 1,220 | 630 | 1,110 | 1,050 | 160 | – | – | 1 | – | – |
P006/1C/ESR | 200 | 6 | 333 | 60 | 600 | 2,310 | 1,220 | 630 | 1,110 | 1,050 | 160 | – | – | 1 | – | – |
P010/1C/ESR | 200 | 10 | 556 | 100 | 1,000 | 3,400 | 1,220 | 630 | 1,110 | 1,050 | 160 | – | 1 | 1 | – | – |
P015/1C/ESR | 300 | 15 | 833 | 150 | 1,500 | 3,200 | 1,800 | 350 | 1,800 | 1,740 | 225 | 1 | – | 1 | – | – |
P020/1C/ESR | 300 | 20 | 1,111 | 200 | 2,000 | 3,540 | 1,800 | 350 | 1,800 | 1,740 | 225 | – | 1 | 1 | – | – |
P030/1C/ESR | 300 | 30 | 1,667 | 300 | 3,000 | 4,420 | 1,80 | 390 | 1,760 | 1,700 | 300 | – | 1 | – | 1 | – |
P040/1C/ESR | 300 | 40 | 2,222 | 400 | 4,000 | 5,760 | 1,800 | 390 | 1,760 | 1,700 | 300 | – | 1 | – | 1 | – |
P050/1C/ESR | 300 | 50 | 2,778 | 500 | 5,000 | 7,060 | 1,800 | 390 | 1,760 | 1,700 | 300 | – | 1 | – | 1 | – |
P065/1C/ESR | 400 | 65 | 3,611 | 650 | 6,500 | 4,810 | 2,600 | 425 | 2,625 | 2,525 | 300 | – | 1 | – | 2 | – |
P080/1C/ESR | 400 | 80 | 4,444 | 800 | 8,000 | 5,700 | 2,600 | 425 | 2,625 | 2,525 | 300 | – | 1 | – | 2 | – |
P100/1C/ESR | 400 | 100 | 5,555 | 1,000 | 10,000 | 7,400 | 2,600 | 475 | 2,575 | 2,475 | 450 | – | 1 | – | 2 | – |
P125/1C/ESR | 400 | 125 | 6,944 | 1,250 | 12,500 | 8,580 | 2,600 | 475 | 2,575 | 2,475 | 450 | – | – | 1 | 2 | – |
P150/1C/ESR | 400 | 150 | 8,333 | 1,500 | 15,000 | 10,180 | 2,600 | 475 | 2,575 | 2,475 | 450 | – | – | 1 | 2 | – |
P165/1C/ESR | 400 | 165 | 9,166 | 1,650 | 16,500 | 11,200 | 2,600 | 500 | 2,550 | 2,450 | 450 | – | – | 1 | 2 | – |
P200/1C/ESR | 400 | 200 | 11,110 | 2,000 | 20,000 | 13,710 | 2,600 | 660 | 2,390 | 2,290 | 600 | – | 1 | 2 | 1 | – |
P250/1C/ESR | 400 | 250 | 13,888 | 2,500 | 25,000 | 16,750 | 2,600 | 660 | 2,390 | 2,290 | 600 | – | 1 | 2 | 2 | – |
P280/1C/ESR | 400 | 280 | 15,555 | 2,800 | 28,000 | 18,800 | 2,600 | 660 | 2,390 | 2,290 | 600 | – | 1 | 2 | 2 | – |
P300/1C/ESR | 500 | 300 | 16,665 | 3,000 | 30,000 | 12,410 | 3,500 | 805 | 3,070 | 2,970 | 750 | – | 1 | 2 | 2 | – |
P400/1C/ESR | 500 | 400 | 22,220 | 4,000 | 40,000 | 15,760 | 3,500 | 805 | 3,070 | 2,970 | 750 | – | 2 | 2 | 2 | – |
P500/1C/ESR | 500 | 500 | 27,775 | 5,000 | 50,000 | 20,530 | 3,500 | 955 | 2,920 | 2,820 | 900 | – | 2 | 2 | 1 | 1 |
P500/1C/ESR | 600 | 500 | 27,775 | 5,000 | 50,000 | 16,040 | 4,000 | 925 | 3,250 | 3,150 | 900 | – | 2 | 2 | 1 | 1 |
P600/1C/ESR | 600 | 600 | 33,330 | 6,000 | 60,000 | 19,080 | 4,000 | 925 | 3,250 | 3,150 | 900 | – | 2 | 2 | – | 2 |
P700/1C/ESR | 600 | 700 | 38,888 | 7,000 | 70,000 | 21,470 | 4,000 | 925 | 3,250 | 3,150 | 900 | – | 3 | 2 | 3 | – |
P800/1C/ESR | 600 | 800 | 44,440 | 8,000 | 80,000 | 23,020 | 4,000 | 925 | 3,250 | 3,150 | 900 | – | 3 | 2 | 2 | 1 |
P900/1C/ESR | 600 | 900 | 49,846 | 9,000 | 90,000 | 24,658 | 4,000 | 925 | 3,250 | 3,150 | 900 | – | 3 | 2 | – | 3 |
200 Series ESR – Internal diameter 1200mm, outside diameter 1225mm.
*SPEL ESR Puraceptors 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.
The ‘standard’ specification is normally adequate for most installations but
Heavy, Extra Heavy, Special, Extra Special, Ultra and Ultra Plus specifications
are available depending upon the burial depth and water table level, in winter.
The concern is when the system is emptied completely and remains empty for
a period of time.
For more information and to see burial depth charts, see Installation Section.
200 Series ESR – Internal diameter 1200mm, outside diameter 1225mm.
300 Series ESR – Internal diameter 1800mm, outside diameter 1875mm.
400 Series ESR – Internal diameter 2600mm, outside diameter 2700mm.
500 Series ESR – Internal diameter 3500mm, outside diameter 3650mm.
600 Series ESR – Internal diameter 4000mm, outside diameter 4150mm.
To facilitate easy insertion of coalescer units, the optional SPEL guide rail system manufactured in stainless steel can be incorporated into SPEL ESR Stormceptors.
Brackets fixed to the top and bottom of the coalescer unit simply engage with the stainless steel guide rail which is fixed to the top of the stub access shaft. The coalescer unit is then lowered in the normal way, being guided at the correct angle into the conical base.
Lifting chains are available for the larger coalescer units and where extension shafts are fitted.
Extension guide rails can be incorporated into SPEL extension shafts to suit.
Where SPEL ESR Systems can be subjected to surcharging and/or tidal outfall, then the SPEL 3L system should be included.
The SPEL Lifting, Locating and Locking system is manufactured in stainless steel and replaces the standard coalescer unit handle.
The locating/locking handle ensures the coalescer unit is seated and locked in its correct position.
Click here to see the full range of SPEL Automatic Monitoring Alarm Systems.
Left:
Lifting, locating and locking system with guide rail system.
Right:
The SPEL coalescer unit with lifting chain.
Dependent upon model and diameter of connections, these nine different orientations are available. However, on the larger models it is important to check with our technical department.
Extension access shafts are available for deep invert application and are available in 500mm height increments.
Where surface water run-off has a high silt content the coalescer units can become filled, making them heavy to lift out. In order to facilitate easy withdrawal of coalescer units the SPEL tripod and hoist is recommended.
Lancaster Road
Shrewsbury
Shropshire
SY1 3NQ, UK