Explored with Tallginge.
I first started researching the High Level & Ratcliff Storm Relief about five years ago. I got so far and then something else distracted me and I forgot all about it until this August when Tallginge explored the end of the Holloway Storm Relief which continues on to the Ratcliff in Hackney.
Originally I had planned for this report to just be of the High Level & Ratcliff Storm Relief, but having ended up exploring the Holloway Storm Relief and the northern section of the High Level Storm Relief, it seemed best to present the lot in one report for ease of the reader’s understanding.
This I hope has been aided by the use of a map with the appropriate areas illustrated.
All photos were taken in Sep/Oct 2018 with the exception of #3 and #4 which were taken back in 2011 and #5 which was taken in 2015 and formed part of my report of the North Eastern Storm Relief: https://www.28dayslater.co.uk/threa...ief-sewer-deep-ochre-london-2011-2018.112726/
The Holloway Storm Relief (HSR) runs from Holloway to Hackney. It is 7ft in diameter and constructed from yellow brick for the upper two thirds and blue engineering brick for the bottom third.
Ojay’s report on the HSR provides some nice history of this drain so I won’t repeat it again here.
For a storm relief it is a pretty disgusting drain that really would benefit from a good clearing out. Much of the section between Holloway and Highbury is filled with gravel, stones and silt varying between six inches to well over a foot deep. In addition to this, sewage is almost permanently overflowing from the High Level Sewer (HLS) in Holloway, even when it has not rained in weeks.
There is very little to see in this section and combined with it being so nasty, I couldn’t be bothered to get the tripod out so just took a couple of quick flash photos (first 2) in a modern concrete chamber that joined the original tunnel. This is point A on the map.
In Highbury the HSR is intercepted by the North Eastern Storm Relief (NESR) at what is often referred to as the Orly junction and what a magnificent piece of civil engineering it is! This is point B on the map.
You will notice the very old wooden flap blocking the lower half of the tunnel heading east from this junction. Curiously, this was hinged to open and permit flows from east to west rather than the other way round which was the original purpose of this Storm Relief constructed by the Metropolitan Board of Works. I can only assume that this flap was installed when this junction chamber was constructed to divert all but the heaviest flows down the newly built North Eastern Storm Relief.
By 2013 the old wooden flap had been ripped from its rusty hinges and lodged in the stepped part of the junction chamber following what mush have been a severe cloudburst. It has only been prevented from being carried further by the chain attached to it as you can see in pic #5.
For years I had wondered what lay to the east of this junction along the HSR, and finally got to find out. After a relatively short distance, the tunnel splits into a pair of 4ft parallel tunnels for a distance of about 300 metres before resuming the single 7ft shape again. (Point C on the map).
We are not sure why this split was built, and the only thing I have been able to find is that the ‘New River’, which has since mainly been filled in used to run down the now grassy median of Petherton Road under which the HSR split section runs. This doesn’t however explain why the split section is so long.
Continuing east the going is slow and unpleasant as the water level is about 80cm deep, half of which is a varying mixture of thick silt, sand and gravel in varying proportions each step of the way for a few hundred metres.
Things began to improve when we got to the next features: a connection to the London Bridge Sewer to the south and a 3ft red brick Storm Relief leading up North to Stoke Newington. (Point D on the map)
Not long beyond this, there was another connection to the London Bridge Sewer. This is point E.
A good walk on and were had reached point F on the map in Hackney where the tunnel is intersected by a chamber that was added in the 1920s to divert the HSR just before its junction with the HLS. The two no longer meet as can be seen with the flow now spilling down three steps into the chamber and running off to a smaller 6ft tunnel on the right which is now marks the beginning of what is known as the Holloway Storm Relief Extension (HSRE).
The tunnel to the left is the last few feet of HSR which is blocked off by oak dam boards denying access to the HLS, however, a small hole in one of the boards affords a sneak peek at the turdy torrent flowing behind.
The HSRE runs parallel to the HLS for a distance of roughly 400 metres, but at just over 100 metres downstream the path to explorers is blocked by another set of dam boards (or should that be damn boards)!
A small gap at the bottom of the dam allows the minimal flow to continue on below.
To the right is a steep brick ramp of just over 6ft in height with an additional 2ft of wooden boards at the top.
When the sewer is in spate, this part of the HSRE acts as an inline detention tunnel until it reaches capacity at which point the water will overtop the boards at the top of the ramp.
The top of the ramp marks the beginning of the High Level Relief (HLR). This photo taken at the top of the ramp shows a wooden flap that leads from an overflow tunnel on the HLS which runs above the HSRE.
Turning around to face south with our backs to the wooden flap, the tunnel takes on a pill shaped construction and is about 7ft high.
Not long into the journey here, various little side pipes spew forth a filthy cocktail of PPP. (Piss, Poo & Paper, plus probably more if I’d studied the contents more carefully)
This is not something we were expecting to join a Storm Relief Sewer.
Along the way we ducked below a local sewer that passed above with a little over flow flap in the wall of the Storm Relief.
In this area lots of mineral deposits hung from the roof sporting an splendid array of wet wipes, fanny napkins, jimmy hats, plastic bags etc.
Continued.......
I first started researching the High Level & Ratcliff Storm Relief about five years ago. I got so far and then something else distracted me and I forgot all about it until this August when Tallginge explored the end of the Holloway Storm Relief which continues on to the Ratcliff in Hackney.
Originally I had planned for this report to just be of the High Level & Ratcliff Storm Relief, but having ended up exploring the Holloway Storm Relief and the northern section of the High Level Storm Relief, it seemed best to present the lot in one report for ease of the reader’s understanding.
This I hope has been aided by the use of a map with the appropriate areas illustrated.
All photos were taken in Sep/Oct 2018 with the exception of #3 and #4 which were taken back in 2011 and #5 which was taken in 2015 and formed part of my report of the North Eastern Storm Relief: https://www.28dayslater.co.uk/threa...ief-sewer-deep-ochre-london-2011-2018.112726/
The Holloway Storm Relief (HSR) runs from Holloway to Hackney. It is 7ft in diameter and constructed from yellow brick for the upper two thirds and blue engineering brick for the bottom third.
Ojay’s report on the HSR provides some nice history of this drain so I won’t repeat it again here.
For a storm relief it is a pretty disgusting drain that really would benefit from a good clearing out. Much of the section between Holloway and Highbury is filled with gravel, stones and silt varying between six inches to well over a foot deep. In addition to this, sewage is almost permanently overflowing from the High Level Sewer (HLS) in Holloway, even when it has not rained in weeks.
There is very little to see in this section and combined with it being so nasty, I couldn’t be bothered to get the tripod out so just took a couple of quick flash photos (first 2) in a modern concrete chamber that joined the original tunnel. This is point A on the map.
In Highbury the HSR is intercepted by the North Eastern Storm Relief (NESR) at what is often referred to as the Orly junction and what a magnificent piece of civil engineering it is! This is point B on the map.
You will notice the very old wooden flap blocking the lower half of the tunnel heading east from this junction. Curiously, this was hinged to open and permit flows from east to west rather than the other way round which was the original purpose of this Storm Relief constructed by the Metropolitan Board of Works. I can only assume that this flap was installed when this junction chamber was constructed to divert all but the heaviest flows down the newly built North Eastern Storm Relief.
By 2013 the old wooden flap had been ripped from its rusty hinges and lodged in the stepped part of the junction chamber following what mush have been a severe cloudburst. It has only been prevented from being carried further by the chain attached to it as you can see in pic #5.
For years I had wondered what lay to the east of this junction along the HSR, and finally got to find out. After a relatively short distance, the tunnel splits into a pair of 4ft parallel tunnels for a distance of about 300 metres before resuming the single 7ft shape again. (Point C on the map).
We are not sure why this split was built, and the only thing I have been able to find is that the ‘New River’, which has since mainly been filled in used to run down the now grassy median of Petherton Road under which the HSR split section runs. This doesn’t however explain why the split section is so long.
Continuing east the going is slow and unpleasant as the water level is about 80cm deep, half of which is a varying mixture of thick silt, sand and gravel in varying proportions each step of the way for a few hundred metres.
Things began to improve when we got to the next features: a connection to the London Bridge Sewer to the south and a 3ft red brick Storm Relief leading up North to Stoke Newington. (Point D on the map)
Not long beyond this, there was another connection to the London Bridge Sewer. This is point E.
A good walk on and were had reached point F on the map in Hackney where the tunnel is intersected by a chamber that was added in the 1920s to divert the HSR just before its junction with the HLS. The two no longer meet as can be seen with the flow now spilling down three steps into the chamber and running off to a smaller 6ft tunnel on the right which is now marks the beginning of what is known as the Holloway Storm Relief Extension (HSRE).
The tunnel to the left is the last few feet of HSR which is blocked off by oak dam boards denying access to the HLS, however, a small hole in one of the boards affords a sneak peek at the turdy torrent flowing behind.
The HSRE runs parallel to the HLS for a distance of roughly 400 metres, but at just over 100 metres downstream the path to explorers is blocked by another set of dam boards (or should that be damn boards)!
A small gap at the bottom of the dam allows the minimal flow to continue on below.
To the right is a steep brick ramp of just over 6ft in height with an additional 2ft of wooden boards at the top.
When the sewer is in spate, this part of the HSRE acts as an inline detention tunnel until it reaches capacity at which point the water will overtop the boards at the top of the ramp.
The top of the ramp marks the beginning of the High Level Relief (HLR). This photo taken at the top of the ramp shows a wooden flap that leads from an overflow tunnel on the HLS which runs above the HSRE.
Turning around to face south with our backs to the wooden flap, the tunnel takes on a pill shaped construction and is about 7ft high.
Not long into the journey here, various little side pipes spew forth a filthy cocktail of PPP. (Piss, Poo & Paper, plus probably more if I’d studied the contents more carefully)
This is not something we were expecting to join a Storm Relief Sewer.
Along the way we ducked below a local sewer that passed above with a little over flow flap in the wall of the Storm Relief.
In this area lots of mineral deposits hung from the roof sporting an splendid array of wet wipes, fanny napkins, jimmy hats, plastic bags etc.
Continued.......
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