I'm designing a DYI sump and fuge for my planned new tank, the two tanks (fuge/sump) are 36*24*24. The fuge is going to be elevated 6" and drain into a slow moving area in the sump (which is split into two halves). Also has an integrated fresh water holding tank for the ATO. I have a number of notes on the slides, mostly to remind myself why I did something. The main tank will be 240 (96x24x24) with peninsula style overflow (8" width) and returns on the far side of the tank. The stand will be a little extra wide (30") to accommodate the wide tanks and give me a small shelf in the back. anyone see any major issues or did I miss anything.
The last picture is from my frag tank to show how the fuge dumps into the sump.
The last picture is from my frag tank to show how the fuge dumps into the sump.
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