Anne Miller wrote:I have read a lot about rubble trench foundations here on the forum and the use of drain pipe and synthetic geotextile fabric is new to me.
https://permies.com/t/121202/rubble-trench-foundations
Kevin Olson wrote:The need for the drain probably depends on: local soil; local terrain; local hydrology; and the type of building you are constructing. And, local building codes will probably trump all of that.
For example, where our house is, the soil is what my neighbor terms a sandy loam, but it's quite sticky when wet. There's enough clay that the surface of the driveway where I park cracks as it dries. For any new construction, I'd want either a perimeter drain or battered (pitched away from the foundation) closed cell insulation, covered with a couple of layers of 6 mil poly sheet, and then back filled. Or both. I've managed to mitigate some leaks through the 1890s-era rock basement wall by doing the foam board and poly sheet trick, though when we get a torrential downpour out of the northeast, we still have a bit of water in the basement. Everything important is on pallets or otherwise not directly on the floor, though, just in case. On the other hand, at our lake property, it's pretty much beach sand, though the water table is high (or the ground is low - depends on your point of reference, I suppose). Out there, any drainage scheme is probably both unnecessary and unhelpful. Anything earth sheltered there will need to have earth bermed up around it, rather than excavating down below grade. And so on,
The Northmen YT channel had a video on building a rock filled trench foundation in a very Permies-friendly and traditional way, which may be worth a watch:
The soil at this site must drain fairly well, since they repeatedly wash sand between the stones by filling the trench with water. Their rye-flour modified mortar is interesting, too.
Glenn Herbert wrote:My land was a farm for something like 150 years before my parents bought it to build their house. Between two fields, essentially huge terraces on a hillside, was a drainage ditch which becomes a ravine. To get between fields the farmer threw rocks into the 5' or so deep gully to make a level driving surface. It still drains through the rock fill after probably 100 years or more. I have never seen the flow overtop the roadway in the heaviest storms.
I think if you start well below frost depth and slope the bottom positively, and use plenty of larger stone with little gravel or sand, you could have a dry footing for a lifetime or more.
Aaron Yarbrough wrote:If you keep water away from your foundation(by having large roof overhangs, installing gutters, and grading the landscape to move water away from the foundation) I think you will be fine not using geotextile fabric or drain pipe. I've installed drain pipe on the two rubble trench foundations I've done and I'm pretty sure it just gets crushed anyway. As an alternative to geotextile you might consider using burlap instead. It will break down eventually but should help initially to keep sediment out of your rubble trench. Hopefully, by the time it the burlap is compromised you have the roof on and the soil around the site has stabilized so incursion isn't as much of an issue.
Kevin Olson wrote:And, welcome to Permies, John!
If somewhat belatedly...