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  • Users: stupickles
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  1. stupickles

    Sewer Trench Mine Void

    I have a sewer project in the design phase and part of my due diligence, I came across potential areas of mining in the area where the top of the mine voids could be approximately 6ft below ground. The sewer design is 8'-10' depth due to slope and stream crossing depths downslope. We will be...
  2. stupickles

    Pumping Rate Discharge Transition to Gravity Flow

    I am designing a sewer project with 3 pumping stations that all tie together but are 3000LF + apart from one another. My the most upstream pumping station is designed for the EDUs that gravity to it. Should the middle pumping station be designed for the EDUs that gravity to it directly plus the...

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