Minimal fall = non return valve/anti flood valve
-
- Posts: 186
- Joined: Thu Jul 01, 2010 6:50 pm
- Location: manchester
A seperate toilet has been moved from the rear of a property and put in the bathroom which initially only housed a basin and bath. The bathroom is on the front of the property.
The bathroom wastes end up in a trap gully along with a rainwater pipe at present, and a soilstack has been created next to this gully and joins the gullys underground drainage on a y junction as its a duel syatem.
Problem is, the original underground drainage has almost no fall from the gully/soilstack for the first 3 meters or so and due to this, backflow is occuring from the toilet and ending up with toilet paper etc in the gully trap!! not good!!
What solutions are there?
The gully/soilstack cant be raised any more to create more fall, and chasing the line of underground drainage back to get a substantial fall is really a very last resort as i will end up chasing it quite a way!
Im thinking of conecting the soilstack to the underground drainage further away from the gully, so in theory i will have to seperate runs for 1.5 meters or so until they y junction together.??
Other idea is a non return valve on the stack and gully, but to be honest, i have never used these and know little of them, plus they seem pretty pricey!!
Cheers for any advice
allan
The bathroom wastes end up in a trap gully along with a rainwater pipe at present, and a soilstack has been created next to this gully and joins the gullys underground drainage on a y junction as its a duel syatem.
Problem is, the original underground drainage has almost no fall from the gully/soilstack for the first 3 meters or so and due to this, backflow is occuring from the toilet and ending up with toilet paper etc in the gully trap!! not good!!
What solutions are there?
The gully/soilstack cant be raised any more to create more fall, and chasing the line of underground drainage back to get a substantial fall is really a very last resort as i will end up chasing it quite a way!
Im thinking of conecting the soilstack to the underground drainage further away from the gully, so in theory i will have to seperate runs for 1.5 meters or so until they y junction together.??
Other idea is a non return valve on the stack and gully, but to be honest, i have never used these and know little of them, plus they seem pretty pricey!!
Cheers for any advice
allan
A tidy job is a happy job.
-
- Site Admin
- Posts: 15184
- Joined: Fri Aug 04, 2006 12:20 am
- Location: bedfordshire
-
- Posts: 186
- Joined: Thu Jul 01, 2010 6:50 pm
- Location: manchester
-
- Site Admin
- Posts: 15184
- Joined: Fri Aug 04, 2006 12:20 am
- Location: bedfordshire
-
- Site Admin
- Posts: 4713
- Joined: Mon Jun 26, 2006 11:01 am
- Location: eastbourne
-
- Posts: 1990
- Joined: Sun Mar 25, 2007 10:49 pm
- Location: N/Ireland
-
- Posts: 1136
- Joined: Sun May 08, 2005 9:25 am
- Location: North West
Are you sure a 45 degree junction was used and not a curved square one, you shouldn't get any surcharge even if the pipe is level with the force behind it being so close to the SVP.
Moving the connection further away will help, renewing as much of the old run as possible in plastic will also help because as LLL touched on modern pipes are a lot smoother
The are non-return valves for foul waste but all that will happen is the paper etc will build up, move down the line and cover the end of the junction from the SVP.
Moving the connection further away will help, renewing as much of the old run as possible in plastic will also help because as LLL touched on modern pipes are a lot smoother
The are non-return valves for foul waste but all that will happen is the paper etc will build up, move down the line and cover the end of the junction from the SVP.
-
- Posts: 186
- Joined: Thu Jul 01, 2010 6:50 pm
- Location: manchester
Thanks everyone for the advice.
On further insepction today and revealing more of the line of underground drainage, it seems when i got the level on it there is actualy a backfall of around 40mm from the point the new drainage was connected for around 2 meters, then begins to fall the correct way.
So looks like il be pulling the existing up quite a way and renewing in plastic tomorrow!
Cheers again
Allan
On further insepction today and revealing more of the line of underground drainage, it seems when i got the level on it there is actualy a backfall of around 40mm from the point the new drainage was connected for around 2 meters, then begins to fall the correct way.
So looks like il be pulling the existing up quite a way and renewing in plastic tomorrow!
Cheers again
Allan
A tidy job is a happy job.
-
- Site Admin
- Posts: 4713
- Joined: Mon Jun 26, 2006 11:01 am
- Location: eastbourne
-
- Posts: 1405
- Joined: Thu Sep 27, 2007 10:29 am
- Location: South Wales
- Contact:
-
- Site Admin
- Posts: 4713
- Joined: Mon Jun 26, 2006 11:01 am
- Location: eastbourne
That is not true hag. I know your saying it as a joke but you would'nt believe the amount of drainlayers who quote that phrase and go with it. It should be thrown in the skip along with " that's near enough, that's good enough, can't see it from my house". "That's perfect, spot on, bang on," are much better :;): If it's near enough it's good enough, so it must be good enough, because it's near enough :laugh:haggistini wrote:backfall is better than no fall at all
:;):
sean
-
- Site Admin
- Posts: 4732
- Joined: Fri Jul 28, 2006 8:47 pm
- Location: Somerset
- Contact:
"Near enough for a job in the country!"
RW Gale Ltd - Civils & Surfacing Contractors based in Somerset
See what we get up to Our Facebook page
See what we get up to Our Facebook page
-
- Site Admin
- Posts: 15184
- Joined: Fri Aug 04, 2006 12:20 am
- Location: bedfordshire
-
- Posts: 1136
- Joined: Sun May 08, 2005 9:25 am
- Location: North West