Hi! This site has been a great resource, thank you for making it available. I have a few questions if anybody is willing to help. Nearly all the drain plumbing for my new residence will be along one wall. Single story, slab on grade. One bathroom, one half bath (shared wall) with laundry/laundry sink, and kitchen (sink and dishwasher). The concrete is not poured yet, I am busy getting the plumbing sorted. In Idaho, which is a UPC variant.
I lived for years in a fairly unconventional (and un-permited) structure where we used composting toilets and everything else was plumbed out subsurface into mulch pits for irrigation. It worked very well, and I eventually want to utilize greywater again in my more conventional and more permitted structure. To that end, I am future-proofing by running parallel 3" main drains under the wall so I don't have to dig up any concrete to route off the greywater later. Both W.C. are on one drain (directly under the wall) and everything else on the other drain (slightly offset) that joins the first. The drains are parallel with flow in the same direction, at the same elevation, and can be some variable distance apart up to about 8" apart (limited by trench width). The two drains will join and continue in the same direction as 4" to the septic tank. Venting is shared and will be joined somewhere in the wall and/or attic.
So, some questions!
1) Though the above plumbing is awkward and uses more material it should be OK under the UPC, at least in principle. Is this right?
2) What is the most appropriate way to join these two parallel 3" drains? I have several ideas in mind but my fluency with these fittings is not as good as a professional's. Can I just roll a wye flat and use a 45?
3) Similarly what is the most appropriate way to offset the vertical drains after they come through the bottom of the wall to get to the other 3" line. It looks like rolling a wye 45 off the main drain and then a 60 to come back vertical might do it, if that is code compliant...
4) I see a lot of whinging about the 1.6g flush toilets not having enough flow to adequately move waste. In my case at least one section (and perhaps at a later point the whole main drain line) will only have the two W.C. draining into it. Is this a concern?
Thank you!
I lived for years in a fairly unconventional (and un-permited) structure where we used composting toilets and everything else was plumbed out subsurface into mulch pits for irrigation. It worked very well, and I eventually want to utilize greywater again in my more conventional and more permitted structure. To that end, I am future-proofing by running parallel 3" main drains under the wall so I don't have to dig up any concrete to route off the greywater later. Both W.C. are on one drain (directly under the wall) and everything else on the other drain (slightly offset) that joins the first. The drains are parallel with flow in the same direction, at the same elevation, and can be some variable distance apart up to about 8" apart (limited by trench width). The two drains will join and continue in the same direction as 4" to the septic tank. Venting is shared and will be joined somewhere in the wall and/or attic.
So, some questions!
1) Though the above plumbing is awkward and uses more material it should be OK under the UPC, at least in principle. Is this right?
2) What is the most appropriate way to join these two parallel 3" drains? I have several ideas in mind but my fluency with these fittings is not as good as a professional's. Can I just roll a wye flat and use a 45?
3) Similarly what is the most appropriate way to offset the vertical drains after they come through the bottom of the wall to get to the other 3" line. It looks like rolling a wye 45 off the main drain and then a 60 to come back vertical might do it, if that is code compliant...
4) I see a lot of whinging about the 1.6g flush toilets not having enough flow to adequately move waste. In my case at least one section (and perhaps at a later point the whole main drain line) will only have the two W.C. draining into it. Is this a concern?
Thank you!