MikeSharp01 Posted May 24, 2018 Share Posted May 24, 2018 (edited) Tomorrow I will be installing the land drain round our slab base and was wondering if I need to wrap the perforated land drain pipe (solid 110mm pipe with a seam of drilled holes) with geotextile or not? The slab design does not call for it but given we are on clay it may stop the silt from getting into the pipe but will it clog up the holes. I will bed the pipe in pea shingle but again this is not called for in the slab design as the whole thing is encased in type 1. Any thoughts anyone? Edited May 24, 2018 by MikeSharp01 Link to comment Share on other sites More sharing options...
nod Posted May 24, 2018 Share Posted May 24, 2018 59 minutes ago, MikeSharp01 said: Tomorrow I will be installing the land drain round our slab base and was wondering if I need to wrap the perforated land drain pipe (solid 110mm pipe with a seam of drilled holes) with geotextile or not? The slab design does not call for it but given we are on clay it may stop the silt from getting into the pipe but will it clog up the holes. I will bed the pipe in pea shingle but again this is not called for in the slab design as the whole thing is encased in type 1. Any thoughts anyone? When I have put land drains in i have packed them with pipe bedding or simalar Above and below we are on clay at our current home I put land drains at the front and back as the garden regularly flooded still working fine some twenty years on Only draw back is in dry spells Yellow lines spear on the lawns Link to comment Share on other sites More sharing options...
bassanclan Posted May 24, 2018 Share Posted May 24, 2018 I dug a trench, lined with geotextile, then putpea shingle in, land drain on top, geotextile over the top then backfill. I figured it would stop clay getting into the shingle and then the pipe. Link to comment Share on other sites More sharing options...
PeterW Posted May 24, 2018 Share Posted May 24, 2018 Proper way for drainage is as per what @bassanclan says. Wrap the shingle and the pipe in geotex Link to comment Share on other sites More sharing options...
ToughButterCup Posted May 25, 2018 Share Posted May 25, 2018 Our ground workers didn't..... one reason why part of his bill will remain unpaid until he sorts it out. Link to comment Share on other sites More sharing options...
dpmiller Posted May 25, 2018 Share Posted May 25, 2018 Smoothbore (twinwall) pipe has less desire to silt up than coilpipe, anecdotally. Link to comment Share on other sites More sharing options...
joe90 Posted May 25, 2018 Share Posted May 25, 2018 When I asked a local land drain expert about my French drains ( we are on yellow clay) he advised against membrane as it can clog with clay silt, he advised against slotted pipe as well, just 50mm stone in a trench, plastic on top ( to stop top soil going into it) then topped with top soil. It’s working very well on my very wet site. Link to comment Share on other sites More sharing options...
Mr Punter Posted May 25, 2018 Share Posted May 25, 2018 Although it sounds fine in theory, I have seen Terram membrane looking more like DPM after it was in contact with clay for a few wet months. You could have used it as pond liner. 1 Link to comment Share on other sites More sharing options...
Mr Punter Posted May 25, 2018 Share Posted May 25, 2018 On the same site, when we excavated we dug up lots of old land drains made of clay pipe. probably 2" external. They were all completely full of clay. I would say dig a F.O trench, and chuck in some cheap crushed concrete. We did not have topography on our side so this led to an old well and we used a 2" pump to pump up the site to a drainage ditch. Link to comment Share on other sites More sharing options...
MikeSharp01 Posted May 25, 2018 Author Share Posted May 25, 2018 MIxed advice then, I think I will go with the wrapping idea as the slab designer seems to think its not a bad idea and we will see how we get on. The base of the drain slopes so the general flow will be down hill to the ditch and with lick it will get into the pipe somehow, I believe capillary action should do something as for clay it goes on on an on climbing. Link to comment Share on other sites More sharing options...
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