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  1. Joncrete

    Concrete Wet Well Reinforcement Design

    Thanks for your input, we do plan on having a Structural Engineer design the reinforcement, this is kind of just preliminary budgetary type design. Good idea on the thicker base slab, we will go with a 14" slab. The Lid Slab can go thicker, maybe 12"? But there will not be any traffic loads...
  2. Joncrete

    Concrete Wet Well Reinforcement Design

    Hi, I need guidance on the Reinforcement Design of a Concrete Lift Station. I'm not a structural engineer, and do not have the proper software to do this design, so I just wanted to get an idea of what kind of Rebar Schedule you guys typically require. Any help would be greatly appreciated...
  3. Joncrete

    Integral Valve Vault Lift Station

    Thanks for your comments. Take a look at my Preliminary design, it is setup somewhat different than the Wieser station, but same concept. Things I've noticed about this design, compared with the traditional installation: -Less Piping Required -No Differential Settlement -Ease of Installation...
  4. Joncrete

    Vacuum Testing a Wet Well

    How can a large Wet Well (10' or 12') be Vacuum tested if the Access Hatch is not Air Tight? And also other holes in the Top Slab such as holes for Electrical/Floats which can be difficult to plug.
  5. Joncrete

    Integral Valve Vault Lift Station

    Does anyone have any experience with "Integral Valve Vault" Lift Stations, such as this one manufactured by Wieser Concrete: http://www.wieserconcrete.com/guide/integralvalve.html If so, can anyone comment on their Pros/Cons compared with traditional separated Wet Well/Valve Vault? I have...
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