Posted: Fri Jul 20, 2007 7:10 pm
Hello,
I'm laying a 6m x 6m gravel drive to the front half of my front garden. The garden slopes slightly towards the public path and the public path (3m x 6m) slopes down (about 50cm) to the front of my proposed drive. I've so far dug off to 150mm but want to sort the drainage before laying the hardcore. From an exploratory dig I see that I may be able to access the rainwater drain at the front side of my house (approx 12m from the front of the proposed drive). This drain goes into an underground pipe approx 250mm below the level of the drive. Given this scenario can anyone advise what is the most suitable (and cost efficient!) way to install a gully for the drainage. What type of gully is suitable and where should I position it? Logic and common sense tells me I could just use a single trapped yard gully or 1m linear gully (with p-trap) to the front side (where the public path slopes down) of the proposed drive, as this is an area where the car will not go over. But being a novice with drainage I'm not sure I'm taking the correct approach here? Should I be using an attenuation cell or SUDS system (keeping in mind I want to keep cost low but without cutting corner!)?
Any suggestions appreciated.
John.
I'm laying a 6m x 6m gravel drive to the front half of my front garden. The garden slopes slightly towards the public path and the public path (3m x 6m) slopes down (about 50cm) to the front of my proposed drive. I've so far dug off to 150mm but want to sort the drainage before laying the hardcore. From an exploratory dig I see that I may be able to access the rainwater drain at the front side of my house (approx 12m from the front of the proposed drive). This drain goes into an underground pipe approx 250mm below the level of the drive. Given this scenario can anyone advise what is the most suitable (and cost efficient!) way to install a gully for the drainage. What type of gully is suitable and where should I position it? Logic and common sense tells me I could just use a single trapped yard gully or 1m linear gully (with p-trap) to the front side (where the public path slopes down) of the proposed drive, as this is an area where the car will not go over. But being a novice with drainage I'm not sure I'm taking the correct approach here? Should I be using an attenuation cell or SUDS system (keeping in mind I want to keep cost low but without cutting corner!)?
Any suggestions appreciated.
John.