have you considered slowing down the inflow by adding smaller retention/sediment style ponds at the top end? Maybe a causeway style wetland. As esshup mentioned you can get some crazy rain in a short amount of time in which your outflow can't keep up. Luckily my pond has a natural wetland at the top end to absorb some of those events
Last edited by Matzilla; 05/13/21 08:24 AM.
Mat Peirce 1.25 acre southeast Iowa pond LMB, BG, YP, WE, HSB, RES, BCP
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