Posted: Sat May 26, 2007 5:34 pm
Hi, I am planning to build an extension at the rear of my property for a kitchen and am undertaking the groundwork’s myself. Building regulations have been approved for the build. The local water company have insisted that we disconnect existing connections from the sewer (100mm) which will run underneath the planned extension, and take them to a new private manhole outside the extension footprint.
So to be granted approval to work by the local water company I need to send them a method statement and risk assessment. My plan is...
• Cut the existing 100mm vitrified clay pipe and fit 90° bends
• From the bend run 1600 lengths which will leave the “new� section & IC 1000mm from the kitchen wall.
• Install the inspection chamber along this run.
• Connect the WWD to the inspection chamber, and then either run a length (3500mm) from the RWD to the chamber or connect the RWD to an oblique joint near the drain.
Questions…
• Firstly are there any flaws / easier ways to do this??
• I am concerned that four 90°’s are too many changes of direction for a sewer pipe??
• Where the pipe passes through the trench fill foundations it need bridging. What’s the easiest way to provide the 50mm clearance, a wooden "box" or are there specially designed products. I’ve heard of “Rocker Joints� around. Is this anything to do with this??
• Can the RWD be attached to an oblique junction near the drain to save a 3500 run, or will it have to be attached to the chamber.
Thanks
Mason79
So to be granted approval to work by the local water company I need to send them a method statement and risk assessment. My plan is...
• Cut the existing 100mm vitrified clay pipe and fit 90° bends
• From the bend run 1600 lengths which will leave the “new� section & IC 1000mm from the kitchen wall.
• Install the inspection chamber along this run.
• Connect the WWD to the inspection chamber, and then either run a length (3500mm) from the RWD to the chamber or connect the RWD to an oblique joint near the drain.
Questions…
• Firstly are there any flaws / easier ways to do this??
• I am concerned that four 90°’s are too many changes of direction for a sewer pipe??
• Where the pipe passes through the trench fill foundations it need bridging. What’s the easiest way to provide the 50mm clearance, a wooden "box" or are there specially designed products. I’ve heard of “Rocker Joints� around. Is this anything to do with this??
• Can the RWD be attached to an oblique junction near the drain to save a 3500 run, or will it have to be attached to the chamber.
Thanks
Mason79