Last Activity:06-14-2012 7:15 PM
Posted in thread: Introduction on 06-10-2012 at 01:41 PM
Posted in thread: below ground plumbing schematic on 06-10-2012 at 12:09 AM
CallMeVilla,Just wanted to clarify that I understood the head problem would require a larger
pump to push water up the slope...and I'm expecting to only be under the waterline by some 6 to
Posted in thread: Tie concrete block to existing best practice on 06-09-2012 at 11:39 PM
Thanks for the info gentlemen.Stewart, yes, it seems only England uses the form in the link
supplied. I see that as strange since it looks to be an excellent solution to the problem;
connecting new to...
Posted in thread: below ground plumbing schematic on 06-09-2012 at 11:10 PM
CallMeVilla, I'm a novice with pools but believe to have a mechanical understanding of why I'm
placing the mechanicals under the waterline! Actually there's two reasons for moving the
equipment; 1. fl...
Posted in thread: We never had a green thing in the old days on 06-06-2012 at 11:59 PM
Amen is right, good time to get back in the forum, there's more then just help!!! A great and
Posted in thread: below ground plumbing schematic on 06-06-2012 at 07:29 PM
I've looked and looked but I haven't been able to locate a basic plumbing schematic for a below
water-line install of pump, filter, water fall, and solar connections. Maybe there's a secret I
Posted in thread: Tie concrete block to existing best practice on 06-06-2012 at 07:14 PM
What would be the best method or practice connecting to the existing red block 4x8x16 wall with
concrete 8x8x16 block; see attached pic. The 6x8x16 is stopping at 2 courses and back filled. I
will be ...
Posted in thread: Remodel and patio elevation question on 11-25-2008 at 08:52 PM
First off, thanks for the input and time offered. Secondly, I have decided to do it right and
take the patio down the 2’ stepping up with 2 themed landings to meet the pools elevation. That
Posted in thread: Remodel and patio elevation question on 11-16-2008 at 03:32 PM
My Question: Is there a standard method of protecting joist framework from topography where the
terrains elevation is above the concrete stem wall; am I talking crazy, can it be reliably
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