Car Park Bypass Separators
Class 1 and Class 2 Discharge
Introduction | Car Park Bypass Separators | Forecourt Separators | Interceptor Tanks | Oil Treatment for Interceptors
Vehicle Wash Guidelines and Pollution Prevention Guidelines
For Larger Hard Standing Areas and Roads
Car parks, hard standing areas and roads, although at relatively low risk from oil and petrol spillages do suffer from hydrocarbon contamination.
- Full treatment of flows of up to 6.5mm per hour rainfall
- Filters for Class 1
- Monitors normally fitted on both Class 1 and Class 2
- Class 2 improved cost savings with single shaft access
Pipework and Access Shafts
- Pipework inlets and outlets manufactured in virtually any size and orientation
- 100mm and 150mm uPVC used on standard sizes
- Larger sizes made from Glass Reinforced Plastic (GRP)
- Regulations require all Separators be vented: A standard Socket is provided in the access shaft.
- 1 metre extend cover as standard, any depth of installation catered for
Extract from the Pollution Prevention Guidelines: PPG3
Bypass separators
Bypass separators fully treat all flows, for the area served, generated by rainfall rates of up to 6.5 mm/hour. This covers most rainfall events. Flows above this rate are allowed to bypass the separator. These separators are used when it is considered an acceptable risk not to provide full treatment for high flows, e.g. where only small spillages can occur and the risk of spillage is small such as on short stay car parks.
In cases where a large spillage might occur, it is not acceptable to use a by-pass separator. The only exception to this is a major trunk road where the size and type of spillage is impossible to foresee and the surface area drained makes it impractical to provide a full retention separator. For major trunk roads a SUDS approach incorporating a number of SUDS techniques is likely to be more appropriate.
On sites where high levels of silt are likely to enter the separator, the build up of silt must not be allowed to compromise the operation of either the separator or the by-pass device. On such sites (e.g. major trunk roads and quarries) an adequately sized silt separation chamber should be installed upstream of the separator and appropriate management systems put in place to monitor the situation and remove the silt when necessary. The use of SUDS techniques can minimise the amount of silt in the surface water run-off.
| [ Morclean Home Page | Special Offers | Latest News | Contact Us ] | |
|
|
Freephone 0800 1300 402 For export enquiries contact export@morclean.com If you have any comments about this site contact office@morclean.com |
 Morclean is an ISO 9001 registered firm and our quality administration systems have been assured and approved to the standards and guidelines of BS EN ISO 9000:2000 for the sales, service and hire of industrial cleaning equipment. Our registration no. is 94/121120 and our standards and guidelines are externally audited by CIS. Please note that many models described on this website are bespoke, and as such cannot always be accurately depicted. All photographs and illustrations displayed on this website are representative of model ranges or a model series only. Individual models and specifications may vary from those shown. Please contact us if you require clarification or individual specifications of any equipment. Morclean reserve the right to update and amend the specification of our equipment and accessories without notice and in the interest of the customer. Images or specifications must not be reproduced with express written consent from Morclean Ltd. Any prices quoted are subject to VAT @ SR. E&OE |
|
