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Hi all,
We have planning permission for a single storey extension to our detached property. Building work was set to commence this week, however between Christmas and New Year we were alerted to a Thames Water 825mm Storm Drain running beneath our planned construction site.
I have spoken with Thames Water and despite the size, they will approve a build-over agreement providing that suggestions are suitable.
Whilst the location of the pipe is not 100% accurate, it looks to be running parallel to and 4500mm away from the existing house at a depth of between 2860mm and 3500mm. My current plans are to extend 5063mm away from the house. The pipe can not bear any of the load of the new extension and subsequently, foundations have to be as deep or deeper than the invert level of the pipe (bottom of the pipe).
My question is, how would you good people suggest bridging the pipe whilst trying to maintain the current size of the extension. I appreciate that I can reduce its size to avoid the pipe completely, but I would much rather look at maintaining the 5063mm width or potentially a larger construction to accommodate a bridge. The options I guess are to dig a 3m deep traditional foundation trench before pouring concrete, or to investigate some form of piling (it must be continuous flight/augered piling to comply with Thames Water guidelines).
Is there any reason that piles could not be positioned either side of the pipe, with beams across the pipe to support a concrete covered steel lintel on which the brickwork can be built in the original location?
I would appreciate any input from people that have encountered similar issues or from piling contractors that can elaborate on the likely costs and benefits of either option or alternatives.
I have enclosed the Thames Water Guidelines to a buildover, a site plan or our project and the sewer map.
Thanks very much in advance,
Simon
We have planning permission for a single storey extension to our detached property. Building work was set to commence this week, however between Christmas and New Year we were alerted to a Thames Water 825mm Storm Drain running beneath our planned construction site.
I have spoken with Thames Water and despite the size, they will approve a build-over agreement providing that suggestions are suitable.
Whilst the location of the pipe is not 100% accurate, it looks to be running parallel to and 4500mm away from the existing house at a depth of between 2860mm and 3500mm. My current plans are to extend 5063mm away from the house. The pipe can not bear any of the load of the new extension and subsequently, foundations have to be as deep or deeper than the invert level of the pipe (bottom of the pipe).
My question is, how would you good people suggest bridging the pipe whilst trying to maintain the current size of the extension. I appreciate that I can reduce its size to avoid the pipe completely, but I would much rather look at maintaining the 5063mm width or potentially a larger construction to accommodate a bridge. The options I guess are to dig a 3m deep traditional foundation trench before pouring concrete, or to investigate some form of piling (it must be continuous flight/augered piling to comply with Thames Water guidelines).
Is there any reason that piles could not be positioned either side of the pipe, with beams across the pipe to support a concrete covered steel lintel on which the brickwork can be built in the original location?
I would appreciate any input from people that have encountered similar issues or from piling contractors that can elaborate on the likely costs and benefits of either option or alternatives.
I have enclosed the Thames Water Guidelines to a buildover, a site plan or our project and the sewer map.
Thanks very much in advance,
Simon