Patrick, do you know if you are using your sand mound system to reduce the size of you drain field by a certain %. Here that say you can get a xx% reduction in your drain field because the sand filters remove a great deal of Nitrogen from the effluent. One the sand filter systems here collects the water at the bottom of the sand and returns it to the pump tank with a 80% reduction in N.
But sand filters need to be "rolled over" every 10-15 years to re-aerate the sand.
Also, has far as "solids" getting into the LPP system, some suspended solids will get into the drain field. But these help to create what is called the Biomat layer that forms where the native soil layer meets the bottom of the rock layer. There are good things the biomat does and bad things.
Good- it helps to filter some of the finer suspended particles in the effluent and evenly distributes it along the entire drain field.
Bad- If the biomat get too clogged it can cause the system to fail /w3tcompact/icons/sad.gif One way to prevent this is to "rest" the drain field for 8 months to allow the biomat to break down(justification for having 2 drain fields) Of course anything that gets into the biomat that NEVER breaks down is bad.
We were told that about the only thing that floats in the septic tank is the grease layer, that within a few hours most everything sinks to the bottom. As far as stirring-up the solids on the bottom of the tank with washing machine water, I can't see where water the enters the septic tank from the top and the tank being 5-6' deep(for a 1000g+ tank) is going to do much stirring of the water 5' below the surface.
The real hazards to a system are the I/I...inflow and infiltration. Inflow being where water gets into your septic tank from downspouts, stormdrains etc and infiltration where you have ground water leaking into your tank(more common than you'd think) both causing your system to handle much more gpd(gallons per day) than it's designed for.
A well installed well maintained underground wastewater disposal system should last many many trouble free years. It's when the system is misused/abused or neglected that troubles begin and usually at big $$$.
If a system is designed for 1500gpd and 2500gpd is going through it then it's going to fail eventually. Most soils are very capable of treating/purifying effluent to a certain point then if they get overloaded they will fail.
Sorry for rambling....
gary
But sand filters need to be "rolled over" every 10-15 years to re-aerate the sand.
Also, has far as "solids" getting into the LPP system, some suspended solids will get into the drain field. But these help to create what is called the Biomat layer that forms where the native soil layer meets the bottom of the rock layer. There are good things the biomat does and bad things.
Good- it helps to filter some of the finer suspended particles in the effluent and evenly distributes it along the entire drain field.
Bad- If the biomat get too clogged it can cause the system to fail /w3tcompact/icons/sad.gif One way to prevent this is to "rest" the drain field for 8 months to allow the biomat to break down(justification for having 2 drain fields) Of course anything that gets into the biomat that NEVER breaks down is bad.
We were told that about the only thing that floats in the septic tank is the grease layer, that within a few hours most everything sinks to the bottom. As far as stirring-up the solids on the bottom of the tank with washing machine water, I can't see where water the enters the septic tank from the top and the tank being 5-6' deep(for a 1000g+ tank) is going to do much stirring of the water 5' below the surface.
The real hazards to a system are the I/I...inflow and infiltration. Inflow being where water gets into your septic tank from downspouts, stormdrains etc and infiltration where you have ground water leaking into your tank(more common than you'd think) both causing your system to handle much more gpd(gallons per day) than it's designed for.
A well installed well maintained underground wastewater disposal system should last many many trouble free years. It's when the system is misused/abused or neglected that troubles begin and usually at big $$$.
If a system is designed for 1500gpd and 2500gpd is going through it then it's going to fail eventually. Most soils are very capable of treating/purifying effluent to a certain point then if they get overloaded they will fail.
Sorry for rambling....
gary