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...
Sorry. I attached a quick hand drawn flowchart. I am looking for a theory answer only .
Basically my question is, should pump station #2 be sized for the 200 homes which equates to 60GPM plus the pumping rate of pump station #3? The discharge location for pump station #3 is over 3000 feet...
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...
