And we had a masterpiece of a windstorm yesterday.
Seen while on today’s walky…
I know what we’re doing this weekend.
I worried about that when it was put up, but it was 3.5 years ago and before yesterday it was fine. Should have gone ahead with those rear braces.
Wow! You really did have some wind.
Those posts weren’t very deep in the ground. Up here in the frozen tundra, code is 4 feet. If the ground was already soft from rain, no wonder they pulled out.
Hopefully the panels are undamaged. That’s a lot of sail area.
I had to get county approval for my solar array and engineering signoff. Local requirements say it has to survive 105 mph winds, though I’ve seen 55-65 so far. With our pumice & clay soil (heavy on the pumice) and the 40 degree tilt, the design came out to 12″ diameter post holes, 8′ (!) deep.
That needed a bobcat/auger with a hell of an extension. It also meant a full truckload of concrete. I had a contractor do the holes and set the poles (3″ pipe), and did the rest myself.
If somebody could get in there with a tractor mounted auger, you could get 3′ holes or a bit more. Probably not to code, but it’d be better.
Better than what’s there, for sure. I can’t do 3’ post holes but I can drive a bunch of rebar into the ground before the new pours. And this time there will be rear braces.
These your panels, Joel?
Like I’d have anything that nice. 🙂
No, those belong to Landlady.