foamypirate
New Member
Hey Ya'll,
Looking for some input. I am currently in the process of installing a sewage ejector pump for a shop that is about 170ft horizontal, and about 3 ft head from the main septic tank. My question to you is on the fittings. I've been researching for days, and haven't found anything conclusive on whether I should be using DWV fittings or pressure rated fittings on the 2" discharge. I understand it's an open discharge, so not a true pressure application. I see a mix looking at online pictures of sewage ejector installs, but most are indoors, mine will be outdoors and buried (Liberty Pro380 Side Discharge). My heart would rest a little easier using pressure fittings, due to the length of the run, but of course, I would prefer the "action" of longer sweep DWV fittings.
My 2nd question is cleanouts...The run is entirely uphill from the ejector system, so no chance to use gravity to my benefit. That means I'll have about 150 ft of effluent and solids after my check and ball valve just sitting there. Being a shop, this is infrequently used, so I'm wondering how to approach cleanouts on a "sorta pressure" application, with such a long run. My thought was to do a double cleanout with 2" ball valves to "shut-off" the cleanouts, and then have a female threaded fitting I can thread a riser into, to get above the highest point, should I have a clog, and then I can open the ball valves to snake. Will there be any issues getting the snake through the 2" ball valves? Is this a stupid idea all together? I guess I just don't like the thought of having a 170ft run with no way to clean it out.
Thanks in advance!
Looking for some input. I am currently in the process of installing a sewage ejector pump for a shop that is about 170ft horizontal, and about 3 ft head from the main septic tank. My question to you is on the fittings. I've been researching for days, and haven't found anything conclusive on whether I should be using DWV fittings or pressure rated fittings on the 2" discharge. I understand it's an open discharge, so not a true pressure application. I see a mix looking at online pictures of sewage ejector installs, but most are indoors, mine will be outdoors and buried (Liberty Pro380 Side Discharge). My heart would rest a little easier using pressure fittings, due to the length of the run, but of course, I would prefer the "action" of longer sweep DWV fittings.
My 2nd question is cleanouts...The run is entirely uphill from the ejector system, so no chance to use gravity to my benefit. That means I'll have about 150 ft of effluent and solids after my check and ball valve just sitting there. Being a shop, this is infrequently used, so I'm wondering how to approach cleanouts on a "sorta pressure" application, with such a long run. My thought was to do a double cleanout with 2" ball valves to "shut-off" the cleanouts, and then have a female threaded fitting I can thread a riser into, to get above the highest point, should I have a clog, and then I can open the ball valves to snake. Will there be any issues getting the snake through the 2" ball valves? Is this a stupid idea all together? I guess I just don't like the thought of having a 170ft run with no way to clean it out.
Thanks in advance!