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- Mar 19, 2023
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Ok, so last night, while excited at the prospect of filling my pond in the near future, I got a worry. Are my walls strong enough? When I started this pond, I’m sure I researched enough to feel confident in my plan but that was over a year ago and those assurances must have been pushed out of my brain hole by other musings. But still, I got this worry.
So let me lay it out. I understand hydrostatic pressure and get that at 3 feet. (Rounding up, max above grade is 31”) is 1.3 psi. Anywho…. I have no frost line and footing is 8” deep 16” wide with 2x rebar in it and vertical every 2’. Heavy stone is mortar To the rough footing and continues up the outside. Within, between the rock wall and removed form lies 6x6 10 ga mesh that runs continually around whole wall and at the top another run of rebar horizontal.
Base is 16” to12” thick and tapers to 6” plus at top.
Am I being paranoid?
So let me lay it out. I understand hydrostatic pressure and get that at 3 feet. (Rounding up, max above grade is 31”) is 1.3 psi. Anywho…. I have no frost line and footing is 8” deep 16” wide with 2x rebar in it and vertical every 2’. Heavy stone is mortar To the rough footing and continues up the outside. Within, between the rock wall and removed form lies 6x6 10 ga mesh that runs continually around whole wall and at the top another run of rebar horizontal.
Base is 16” to12” thick and tapers to 6” plus at top.
Am I being paranoid?