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  • Users: AHickman
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  1. AHickman

    Volume of Lift Station?

    I am needing to design a lift station for an RV park we are working on. It will be lifting sewage into our main treatment trains that we've designed for the park. Also, keep in mind, this is a lift station for < 1500 GPD, and there are no design standards, as it's out in the county our the...
  2. AHickman

    Calculating flowrate out of orifice

    Hi all. I design large septic systems, and we have an application where I am trying to "dose" several tanks an equal rate, or as close to equal as possible. There will be one tank with a pump, a ~1" sch 40 pvc pipe exiting that pump and out of the tank that leads to a ball valve, and after the...
  3. AHickman

    Grading a flat site?

    I have 2 sites I'm working on at the moment (Dallas) that are FLAT. One is around 0.1% and the other is 0.15%. The only solutions I've been able to come up with is putting in a series of canals to catch the water and convey it at a virtually ~0% slope and to use the cuts from the canals to raise...

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