I appreciate all the comments and suggestions in this thread.
I've taken the overflow off. The weir part of this one, you cannot remove the bulkhead from it. You can see dabs of epoxy on the inside of the internal box. I'd need to get generic bulkheads and attach the external box directly. I see no way to adjust either side in anyway.
I do agree I do not have the exterior box correctly plumbed. Maybe it was a mistake, but the intent was to just test for leaks/actually see the return pump/flow combo working. It is my first tank with a sump and I was excited to see all the parts in motion.
I had no intentions of leaving the exterior box plumbed this way -- like only running while we watched for leaks type test. The water level was alarmingly high which lead to this thread looking for help. Which I greatly appreciate the responses.
One reason it's not plumbed correctly is lack of fittings to do it. The local 'home depot' type stores here do not sell anything nearly this small. The local saltwater shop was out of a few connectors I needed and will be getting them in. They only had 25mm with adapters down to 20mm, I didn't think it fit in the box (aside from the bulkhead sticking out too far), so I am waiting for these connectors.
I hadn't installed any sort of valve as speaking to people I got conflicting advice. That adjusting on the pump was adequate, and just wasn't worth the hassle to also have the valve. In this case, the overflow is rated for 800gph so it seems I will need to restrict the flow to achieve a turnover I want to achieve while creating a functioning/silent overflow.
I tried to address the lack of plumbing being completed in both the sump and overflow box in my initial post, apologies if that wasn't clear.
What has confused me, is the focus on the exterior box and implications I do not understand how overflows work. I sincerely do not see how the plumbing of the exterior box has any impact on the water level challenge in the display tank I am facing -- I do understand how in a properly plumbed overflow it would. If solving the plumbing in the exterior box would solve that i'd be ecstatic... but I don't see how the physics would work.
The Weir(internal) box is a completely enclosed piece of acrylic with slots on the top on both sides. It has a fixed threaded bulkhead through it into the exterior box. These slots are higher than primary/secondary drains would ever be in the external box.
I feel this thread shifted focus on plumbing the exterior box, and without being combative, I fail to see how that can influence the water level if the slots stay this high.
I've taken the overflow off. The weir part of this one, you cannot remove the bulkhead from it. You can see dabs of epoxy on the inside of the internal box. I'd need to get generic bulkheads and attach the external box directly. I see no way to adjust either side in anyway.
I do agree I do not have the exterior box correctly plumbed. Maybe it was a mistake, but the intent was to just test for leaks/actually see the return pump/flow combo working. It is my first tank with a sump and I was excited to see all the parts in motion.
I had no intentions of leaving the exterior box plumbed this way -- like only running while we watched for leaks type test. The water level was alarmingly high which lead to this thread looking for help. Which I greatly appreciate the responses.
One reason it's not plumbed correctly is lack of fittings to do it. The local 'home depot' type stores here do not sell anything nearly this small. The local saltwater shop was out of a few connectors I needed and will be getting them in. They only had 25mm with adapters down to 20mm, I didn't think it fit in the box (aside from the bulkhead sticking out too far), so I am waiting for these connectors.
I hadn't installed any sort of valve as speaking to people I got conflicting advice. That adjusting on the pump was adequate, and just wasn't worth the hassle to also have the valve. In this case, the overflow is rated for 800gph so it seems I will need to restrict the flow to achieve a turnover I want to achieve while creating a functioning/silent overflow.
I tried to address the lack of plumbing being completed in both the sump and overflow box in my initial post, apologies if that wasn't clear.
What has confused me, is the focus on the exterior box and implications I do not understand how overflows work. I sincerely do not see how the plumbing of the exterior box has any impact on the water level challenge in the display tank I am facing -- I do understand how in a properly plumbed overflow it would. If solving the plumbing in the exterior box would solve that i'd be ecstatic... but I don't see how the physics would work.
The Weir(internal) box is a completely enclosed piece of acrylic with slots on the top on both sides. It has a fixed threaded bulkhead through it into the exterior box. These slots are higher than primary/secondary drains would ever be in the external box.
I feel this thread shifted focus on plumbing the exterior box, and without being combative, I fail to see how that can influence the water level if the slots stay this high.