As many posts have covered the concept and construction of the RUGF/UGJ, my questions relate to how are you going to deal with the now suspended mulm. Assuming for the sake of discussion that a so far undefined low flow rate will keep it in suspension, how do you propose to direct the mulm to a collection point(s) ? My question is not rhetorical as I am currently working on a similar setup ,albeit with a fairly high flow rate.dawnmarie;4003863;4003863 said:How low a flow are you proposing ?
How are you supplying water to the sump ?
Does anyone have ideas for the OP on this ?