More Valves than Chernobyl, but you can do the following tricks:
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Valve Number (O=Open, C=Closed) |
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From |
To |
1 |
2 |
3 |
4 |
Using Manual Pump |
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Head |
Tank |
C |
O |
O |
C |
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Head |
Overboard |
O |
C |
O |
C |
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Head |
Pumpout (why?) |
C |
C |
O |
C |
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Tank |
Overboard |
O |
C |
C |
O |
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Tank |
Pumpout |
C |
C |
C |
O |
With shore pumpout |
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Tank |
Pumpout station (NOT through manual pump) |
C |
O |
C |
C |
A few notes on the picture:
So here are some common questions about my setup:
Yup. Schedule 40 PVC pipe is actually quite flexible and durable and VERY impervious to odor. Not that my sh*t stinks, of course, but my guests’ might… Schedule 40 PVC is rated at 200+psi at 70 degrees Fahrenheit, too, is easy to work with, and I have NEVER had a glued joint leak
The inside diameter of the barbed connectors is just over 1”, as is the inlet and outlet from the pump. So I decided to use 1” pipe. Also, 1.5” pipe was sooo big and there really wasn’t room for the valves. 1” costs less, too. Ask me again in a couple months. A similar system I set up a couple years ago had 1.5” pipe and I had no problem with it.
Not enough room between the T and the wall.
When dealing with sewage, I want to minimize the chances for leakage as much as possible. I have yet to find a Y-valve that I think will not leak at some time, so I am much more comfortable with a T and a ball valve. Cost was another factor; 2 Y valves would have run about $80 and all the pipe and parts and valves for thisd setup was about $40.
Are there any other odd features in this system?
The line into the holding tank enters near the top and has a “dip tube” that ends about a half an inch above the bottom so it works for both outflow and inflow.