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The data is as follows: Existing force main= 1000' SDR-21, 2" dia. Elevation of entire force main= 1239' (flat run) Elevation of existing pump= 1233' Existing pump curve: Q= 0 gpm, H= 64' Q= 16 gpm, H= 55' Q= 32 gpm, H= 45' Q= 48 gpm, H= 15' Proposed pump will connect along existing force main...

I have a project where the most feasible access to sanitary sewer is to install a pump station to serve the new building and tie into an existing 2" force main that serves the adjacent business. The existing main is 1000' and the new connection will be about 650' from the discharge point (350'...