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Posted by DanG on October 7, 2007, 5:55 pm
I assume you have a 4" main. Your pipe should not exceed 1/4 per
foot, especially if you have low flush toilets. That amounts to
5" per 20' joint. The low flush toilets make 1/8 per foot
actually a better choice which would be 2 1/2" per joint. Your 4"
will be right on target.
The 135 feet of run should have between 17 and 34".
--
______________________________
Keep the whole world singing . . . .
DanG (remove the sevens)
dgriff237@7cox.net
>
> I got 3 quotes on the repair -- all are replacing the drain from
> inside the building to the clean-out connection, about 20 feet
> point to point. I'm going to get one more for bypassing the
> slab.
>
> $3000 - Rotorooter, includes tearing up concrete slab
> end-to-end, replacing straight run, re-pouring concrete slab and
> finishing
>
> $2400 - Indept plumber, same as above
>
> que significa "indept"? No es en mi diccionario. Significa
> "independent"? O inept?
>
> $1400 - Indept plumber, same except going out 45 degrees thru
> wall, bypassing concrete slab, angling back 135 degrees instead
> of 90 degrees and connecting to existing line, installing new
> clean-out downstream from existing clean-out.
>
> Just hire a Mexican, dude.
>
> (Posted sketch of 3rd way at alt.binaries.pictures.woodworking)
> The last one makes more sense to me since everything will now be
> accessible, not being under concrete.
>
>
> One thing someone could give an opinion on - the slope from the
> inside connection point to the existing clean-out is about
> 4-inches for a 20-ft length of drain pipe. Is this enough for a
> straight run? How about if we do the 135 run, with three
> 135-deg turns.
>
> Sam
>
>
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