THE MEADLAKE DITCH
The ditch runs south from the Pooley Green railway crossing to Norlands Lane in Thorpe where it enters the Thorpe Park Lakes via a culvert under the road. The Thorpe Park Lakes flow into the Twynersh Fishing Lakes via a weir under the M3 motorway. The Twynersh Lakes flow into River Bourne that enters the River Thames at Shepperton. A current map of the watercourse can be viewed under this link.
This is a 1960 Ordnance Survey Map overlaid with a recent satellite view of the area . In 1998 the ditch was moved 150m east at the Green Lane end and by about 40m east at the Norlands Lane end.
Note the two pools of floodwater on either side of the footpath about 50 metres north of Norlands Lane. The one on the right is water topping the ditch that couldn't get past the diversion culvert . The one on the left is floodwater , about 3 metre deep , held back on the Viridor site by landfill laid down between 2003 and 2004 .
Annual rainfall in our area is about 60cm a year which the the ditch can handle easily. However, if the Thames gets into the ditch , the culvert under Norlands Lane can't handle the volume . Floodwater should have still been able to get both under and over Norlands Lane . There used to be a 900 metre wide flood plain stretching from the Norlands Lane Bridge to Ten Acre Lane that should have assisted drainage. Someone in the EA or SCC must have sanctioned this work to be done.
There appear to be no planning documents held by any of the agencies covering changes to the land drainage of the southern end of the Viridor site. We must therefore assume that no planning application was ever submitted for this work. It's very unlikely that all three agencies ( SCC , RBC and the EA ) destroyed their records at the same time.
In February 2014 we had excessive rainfall. The Thames broke its banks again and overflowed more than normal due to the Jubilee River causing it to flow into the Meadlake Ditch.
Instead of draining south into Thorpe Park and the River Bourne it was seen to flow backwards ( North ) flooding homes up to three kilometres upstream in Egham. This was due to blockages in the culverts under Norlands Lane, a service road inside Thorpe Park and a culvert topped by earth banking 50 metres north of Norlands Lane that diverted the ditch in 1998 . The earth banking above and around the culvert that diverted the ditch is what caused the backflow upstream in 2003, 2007 and 2014.
As previously mentioned , floodwater also failed to drain across the Viridor Landfill Site.
Satellite images show that , despite the level of the Thames falling , floodwater water levels north of Norlands Lane didn't because it couldn't drain away quickly enough. The land 250m south of the Norlands Lane Bridge on both sides of the ditch is dry because raised landfill created banks on both sides of the ditch that were up to 3 metres higher than their original levels making them higher than the floodwater level upstream.
Normally, the depth of water in the ditch is only about 30 cm ( 12 inches ) and between July and September, the bed of the ditch is normally dry . However, in February 2014 the depth of floodwater in the ditch 50 metres north of Norlands Lane was 3 metres.
The Meadlake Ditch drainage problem in the culverts downstream was caused by silt and debris under the Norlands Lane Bridge and the Thorpe Park service road culvert . The silt came from the dewatering plant in the Coldharbour Lane Landfill Site that operated between 1998 and 2012 . There is still a land drainage problem on the Viridor site on the western side of the ditch.
Both culverts were cleared in October 2014 and an extract of the report produced by the divers who dealt with the problem is shown at the bottom of this page.
The full divers report with comments is under this link.
Doug Hill who was working for the EA at the time very kindly arranged for this work to be done . When all of this was going on both RBC and SCC had no idea that this work in progress due to poor communication and lack of interest.
After realising the Meadlake Ditch is classed as a main river, which the EA responsible for, SCC and RBC dropped all interest in looking into whatever could be done to prevent a repeat of the problem.
NORLANDS LANE CULVERT ( Long Section )
TREE ROOTS & SILT UNDER NORLANDS LANE
THORPE PARK SERVICE ROAD CULVERT ( Long Section )
The earth banking and culvert were installed in 1998 when the public footpath between Norlands Lane and Green Lane was diverted .
The flood model diagram shown above shows the 3 sections that we tested .
a. Culvert under the earth bank blocked
b. Culvert under Norlands Lane blocked
c. Culvert under Thorpe Park service road blocked
Diverting the footpath involved :-
1. Landfilling the southern half of the Norlands Lane landfill site which , at the time , was a big lake . The land elevation of the southern half of the site was raised by up to 3 metres in places creating a dam . A 230m bund along the west bank is 6 metres higher than the bed of the ditch in places and held floodwater back.
2. Excavating the new 250 metre section of ditch roughly 40 metres east of the original route . At the southern end of the diverted ditch the banks on both sides of the ditch were over 3 metres above the bed of the ditch . This was due to poor planning , design and supervision .
3. Installing a culvert to divert the ditch . The earth bank built above the culvert was responsible for the backflow that flooded properties three kilometres upstream in Egham Hythe because it created a bathtub effect . With hindsight we realise that upstream flooding would have been reduced considerably if the culvert and earth bank had not been installed . This is the case now as we left an open ditch. The earth bank above the culvert was only 5 metres long yet the floodwater level it held back was 14.90m AOD on the upstream side and 13.68m AOD on the downstream side. All levels are AOD ( Above Ordnance Datum ) ie sea level.
BEFORE ( May 2014 ) .
The external diameter of the culvert was 1.6 metres which gives an idea of scale . The two 30cm black pipes on the top left of the picture are from the dewatering plant in the Coldharbour Lane Landfill Site 700 metres away.
December 2014 .
We had to wait for a bigger machine to remove the concrete pipes. that each weighed 3.5 tonnes
1975 THE NORLANDS LANE GRAVEL PITS ( Looking south towards Thorpe Park )
This big lake was excavated over an existing wtarercourse . How did they get away with that ?
The Norlands Lane and Coldharbour Lane Pits were landfilled between 1998 and 2012 . When gravel pits are landfilled the water in the pits needs to be removed before infill is dumped into it . The process is called dewatering and excess water containing silt , small stones and hundreds of fish was pumped into the Meadlake Ditch via two large ( 30cm ) black pipes. The pipes can be seen in the top left of the picture of the diversion culvert. The silt was not cleared and was allowed to build up on the bed of the ditch working its way under the bridge and into Thorpe Park blocking the entry pond and the culvert under their service road.
No maintenance was ever carried out on the culvert under Norlands Lane because Surrey County Council didn't realise it existed until over a year after the floods . This was confirmed in their letter to our MP dated April 2015 ( Over a year after the floods ).
Annual landfill site progress meetings were documented during the life of the project. They mention checks on air quality , water quality and environmental concerns. Unfortunately they failed to mentioned anything about checking for damage to the ditch and culverts downstream.
There is little or no flow in the ditch under the bridge as the culverts run backwards as can be seen in the flood model diagram . Silt will naturally settle under the Norlands Lane Bridge and in the entry pond inside Thorpe Park due to the slope of the culverts. The concrete joint under the bridge will also restrict flow and also trap debris under the bridge.
Following this discovery we hope that both Surrey County Council and Thorpe Park continue with regular checks on silt levels whilsts maintaining their culverts .
Saving money that should have been spent on maintenance caused millions of pounds worth of damage to infrastructure and properties upstream.
We hope that the Environment Agency and Surrey County Council learn from this and adopt a higher profile than they currently have by performing regular inspections and using enforcement notices where necessary.
The EA and SCC both have a poor track record in getting contractors to complete works properly first time every time . This can only be due to poor supervision and management and they probably pay double or treble when calling contractors back.
We all failed to notice that this blocked culvert was blocked . We were told that it couldn't be blocked as there was water on both sides of it. It was actually blocked with 5 tonnes of silt as documented in the divers report .
Contractors employed by the Environment Agency failed to use basic safety procedures resulting in hundreds of fish being poisoned and the contamination of private property.
If the landowner had caused this , the EA would have prosecuted him.
We were informed that the "beam" ( the flat pit at the top of the culvert ) under the the road was either a high pressure gas main or electricity cable . It's actually a joint where the upstream concrete culvert reduces to a smaller steel one.
We know this because we went into the culvert ourselves to have a closer look . The "beam " catches flytipped debris and traps it under the bridge and we estimate that it reduces the capacity of the culvert by about 25%.
All utility companies know what plant they have running over or under a bridge because they have to maintain it.
We contacted the CEO of Viridor and visited the problem area with his site manager . He recognised the problem and said he would speak to his technical people and get the land drainage problem sorted . The lowest point in the site is through the main gates entry gates in Norlands Lane.
The site manager wrote to us confirming this but we haven't noticed anything being taken to remove the problem . The site is fenced off and is not open to the public.
Viridor Site Meeting ( September 2017 ) - Email to the CEO of Viridor in August 2017 athat resulted in a site meeting a few weeks later .
Viridor agreement to clear the problem - Email conversations with Viridor Site Manager who agreed to put a flood drainage path in .
A drainage path should have existed across the site
No bund is shown along the west bank of the ditch
No Surface Water Lagoon and banking is shown
PDF Blown up view of the problem area
The Surface Water Lagoon and the long bund along the west bank of the diverted ditch have appeared . There are no planning or sign-off records documents for this work . This work prevented floodwater drainage and contributed to flooding in 2003 , 2007 and 2014 .
How did the Local Lead Flood Authority ( SCC ) miss this three times ?
Twynersh Lakes 2009 - 2018 - LINK showing alterations made to Lakes 7 and 4 between 2013 and 2014.
Major changes were made to the lakes between 2013 and 2014 . We are concerned because they not acrried out as agreed with local planners. Work was being carried out on this site before , during and after the floods of February 2014. Further recent unauthorised changes have resulted in the flooding of both the Twynersh and Chertsey fishing lakes and also the field opposite the Twynersh Restaurant.
This is a satellite view of the site after the work . The service road has been routed across Lake 7 which is the main flow route from the Thorpe Park Lakes into the River Bourne. it;s 80 metres west if where it was supposed to be. There are no culverts under the two bridges that are blocked with landfill . An EA representative visited the site a number of time but failed to realise this .
Aerial views of the Twynersh Lakes between 2009 and 2018 are available under this link
Runnymede Borough Council kindly visited the site and informed us that the planned work had been completed on Lake 4 and that the service road had been built in the wrong place ( 80 metres east of the agreed location ) . They also informed us that there had been changes in the flow channels between the lakes.
We produced this map shown below based on the information they gave us. It needs to be verified with a site visit as it may not be completely accurate .
The moat which is north of the lakes had been blocked.
The feed into the River Bourne from Lake 7 is no longer there
The main Chertsey Lake now flows into Lake 6
The bridging work across Lake 7 has been removed
The Environment Agency have informed us that they had visited the lakes in 2013 and 2014 which was before during and after the work . They failed to notice the unplanned changes which included two bridges being built over Lake 7 that were in the wrong place.
We've asked them to visit the site again and confirm that the new channels and unplanned work have been done properly . They will also check that the channels are big enough and whether there are culverts under the two bridges across Lake 7 . They have also been asked to provide site reports and photos to prove that they had actually visited the Twynersh Lakes in 2013 and 2014.
The Meadlake Ditch is the main drainage channel for Egham Hythe . It has caused flooding on three occasions which were all due to man-made problems . The Environment Agency and SCC have failed to tackle these problems and recently we were alarmed to hear that that they were actually condoning them.
The lack of action is shameful but this seems to be a national problem because similar incidents have been mentioned elsewhere. The common thread is the Environment Agency and poor communication between agencies.
The EA and SCC and RBC need to be very clear about what they are actually responsible for so they can be held accountable. If they are not capable or prepared to use their enforcement powers they should be disbanded and replaced by a more dynamic organisation that is fit for purpose.
We are aware of all of the key locations along the watercourse that need monitoring . In the event of future flooding we will provide evidence to enable Egham Hythe Residents to seek compensation retrospectively. It's a shame that we may have to wait for another tragedy in order to prove our point .
If you have any concerns please contact both your Runnymede Borough and Surrey County Councillors to find out what they are doing about the problem. At the moment you will probably find that they are doing nothing.
A Facebook page will be set up soon to allow two-way dialog between the Flood Group and local residents .
John Simmonds
The Meadlake Action Group
meadlake.action@gmail.com
c/o The Compasses Pub Egham