I have started a koi pond project and I am doing the project myself after getting quoted 60-70K. The site is a natural slope so the bog area is about 4 feet higher than pond so perfect for a sloping stream/falls. Because of the slope I wanted to start with a level area with the concrete coping in place—now that is complete. My plan is to dig vertical walls from inside of concrete to about 5-6 feet with a 4” bottom drain in each area. The liner will go over the concrete and the boulders will sit on concrete so I have no risk of wall collapse over time. My plan is gravity fed bottom drains to a settlement tank, or sieve filter?? I will have a skimmer also. My plan is to have an external pump that will divert flow to both the bog and mechanical filter/UV. The bog return will be the waterfall and the mechanical filter/UV return will be the side jets. The site is in 100% sun, at least until I decide on a pergola, etc, so I would rather have overkill in filtering. So would you all use a sieve filter or settlement tank? Regarding return jets I have heard some people say put low aiming to bottom, and others 12” from surface and aiming current to skimmer? I am leaning towards the surface because it seems like with the water pressure towards the bottom that the jets would not really do much for keeping the bottom clear. If I slope the bottom toward drains I feel like I will be ok, but would love to hear thoughts. I am in no hurry, and since I am in Arizona, I am shooting to add koi the end of September and avoid summer heat. Budget is not an issue as long as it makes sense. Thanks in advance.