Posted: Wed Mar 27, 2013 5:57 pm
Hi All
Great site, quality advice.
I was wandering if I could pick a brain or two concerning patio drainage. I'm about to terrace my rear garden to create 2
levels (currently sloping away from the house). The higher level will be a block paved patio (measuring 5.6m x 18.1m), the
lower level (approx 500mm lower) will be a levelled lawn.
A retaining wall will be constructed with the mid section (approx 10m in length) rising 450mm above the upper terrace level
- for seating/planting/directing footfall (I've attached a diagram for reference).
The patio will fall away from the house towards the retaining wall and I would like to add a linear drain running the entire length of the patio against the retaining wall (from the bottom of the pic to the top) and discharge into the SW network. I understand that using the SW network isn't ideal, but the soil I have is firm clay.
What I'm having trouble with is: if the linear drain has a fall of 1:60 then after 18m one end will be 300mm lower than the other. And lower (by 100mm) than the existing SW network.
Is there a minimum fall I could get away with? Or am I missing a trick - is there a simpler, more elegant way?
Many thanks in advance.
Andy
Great site, quality advice.
I was wandering if I could pick a brain or two concerning patio drainage. I'm about to terrace my rear garden to create 2
levels (currently sloping away from the house). The higher level will be a block paved patio (measuring 5.6m x 18.1m), the
lower level (approx 500mm lower) will be a levelled lawn.
A retaining wall will be constructed with the mid section (approx 10m in length) rising 450mm above the upper terrace level
- for seating/planting/directing footfall (I've attached a diagram for reference).
The patio will fall away from the house towards the retaining wall and I would like to add a linear drain running the entire length of the patio against the retaining wall (from the bottom of the pic to the top) and discharge into the SW network. I understand that using the SW network isn't ideal, but the soil I have is firm clay.
What I'm having trouble with is: if the linear drain has a fall of 1:60 then after 18m one end will be 300mm lower than the other. And lower (by 100mm) than the existing SW network.
Is there a minimum fall I could get away with? Or am I missing a trick - is there a simpler, more elegant way?
Many thanks in advance.
Andy