Looking for some feedback, new build

[BigDave]

Are you going to put a main drain in the AG(code probably requires two)? I kinda wish I had one. Also wish I had two returns. One skimmer seems to work fine. 2" pipe makes sense for the long run but you could certainly Tee to 1.5" for main drains and returns close to the pool.

[DennisP]

Yeah, looked into it briefly and yeah, if you put in a main drain it is just "safe" to run two of them...

But, yeah, I considered a couple of main drains, two returns and a single skimmer... Like you said I could always run multiples by teeing off at the pool itself...

So when I plumbed the equipment pad I have an extra line available for feeds and figure a single for returns is ideal...

So, if I put multiple returns in, how far apart should they be? I don't think they would need to be 180 degrees out from one another on a round pool...

I just got done with the plumbing... What a royal PITA... I only had a couple of tricky locations to really "work the angles" so to speak...

I did use a Jandy 3-way valve for heater select/bypass and Jandy check-valve by the filter, and for the heater back-flow I just used a gravity-based flap valve... I have a ball valve on the other side of it, so that I can positively shut-off the connection for servicing the heater.

I am sure if I did this kind of plumbing all the time it would have gone faster... I do now know why the pool builders use 1.5" PVC over 2"... It makes quite a bit of difference in pressure to hold 2" pipe into fittings compared to 1.5"... Enough to make me prefer working with 1.5" if possible...

But, now that all of that is done I can focus on everything else... I forgot to add-in the 2" ball valves for isolating the pad equipment, so once I add those in I will take some pics and post them...

[CarlD]

Just a comment from someone who's not THAT knowledgeable about "feet of head" and all that stuff:
It seems to me that running 70' underground two ways from the pool to the pump would really increase the resistance to flow and 2" PVC would relieve that having nearly double the cross-sectional area over 1.5" PVC.

[BigDave]

... So, if I put multiple returns in, how far apart should they be? ...

I think the law is three feet. Four or five feet would be safe. The idea is to prevent entrapment - so, far enough that one person can't cover both at the same time.

[DennisP]

I think the law is three feet. Four or five feet would be safe. The idea is to prevent entrapment - so, far enough that one person can't cover both at the same time.

No, I meant eyeball returns, not drains...

Yeah, I looked up the national code on the drains... Five feet are the preferred spacing, so for the dual main drains 5 feet it is...

I will be adding dual drains... Ordered everything up today that needed to be and bought the rest of the SCH40 2" fittings locally... I am putting in dual 2" main drains teed into a single 2" line... Since everything else is 2", why go with 1.5" on anything is my thought...

Also, I will be hardpiping them with 2" SCH40 PVC just like everything else... I figure why use flex PVC underground since there are always concerns about leaks and issues over time... seems like properly run and solvent-welded SCH40 PVC or even black poly tubing are the preffered methods...

I also figure the hardline with the tee in it will afford for a more solid mounting of the drains... I don't think I really want to mess with using concrete to set them... I figure I will mount them about 1/2" down from the top of the 1.5" foam floor and compress the foam around them so that it kinda funnels down to the drains... That way the kids will be less likely to mess with where the vinyl connects to the drain top... I also hope the foam coupled with the hardline piping should make them pretty stable long-term...

[BigDave]

No, I meant eyeball returns, not drains...

My bad. Sorry. Doh!

... Since everything else is 2", why go with 1.5" on anything is my thought...

As you point out 1.5" is easier to assemble, fittings are cheaper, 2 x 1.5" has about the same cross section area as 1 x 2". OTOH no reason not to build it with 2".

[DennisP]

Well, as it stands all the "help" I should have had in regards to equipment and operators has been a major disappointment all summer... Right now I should have two options for skid steers for the weekend and if both fall through I am almost ready to throw in the towel for this year...

I just don't know if a mound of 18yards of crushed limestone 5ft tall will be viable over winter??? (it is covered in a huge tarp with a bunch of pavers holding the edge down, so I know it will stay covered, I just don't know how much of it will solidify over the winter with moisture and stuff)

Even if I could get it spread out and compacted, I am seriously running out of time with this coming Saturday as the *last* really warm day of the summer here, and the last chance I have to get the pool up and the liner in with any decent heat!

If it doesn't happen this coming weekend, the most it would be would seem to be low 70s... Even with sun I am concerned it won't make the liner workable enough...

If not, then I am almost at the point of saying screw it for this year, look into an in-ground setup for spring (either a Radiant installed in-ground, a DIY kit with steel sides and vinyl liner, or a complete fiberglass DIY setup), since we haven't done anything on-site and I figure the biggest part would be hiring someone to excavate out the old pool area and then engineer the new pool install... All of the equipment pad and everything else is already done, so really there is no electrical outside of bonding, and it would just be a matter of "all at once" doing everything else to get it knocked out ASAP come spring...

So, we will see what the rest of the week brings... I am finishing up the additional valve for the main drains at the pad this week, which should allow me to fill all the rest there in at least, as well as possibly doing the rest of the trenching manually to run the PVC and gas pipe out to the final locations in the yard since we are going to be having some rain so digging the clay we have here should be pretty easy... But beyond that I still have to wait and see...

[CarlD]

Why wouldn't the crushed limestone be fine come spring? I've had base sand sit all winter under a tarp and it was fine. It's probably not a good idea to install a liner this late in the season--you'll just lose a year of it's life for nothing. I'm planning on replacing mine after this season, but I'm not installing it until the spring. I want to get the other work out of the way, first.