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Gladiator wrote:The material does not matter... you just need to make up as much surface area as possible. Get some Guyacara (SP??) boulders.
The spaces between the bluemetal and gravel will be too small and will create a bio mat very quickly.
Coal is a bad idea... very bad
streetbeastINC. wrote:report it,,,,,,this puts alot of stress on water treatment and can cause a plethora of diseases...that is not allowed alot of plumbers are installing this submersible pump system....its just nasty
Gladiator wrote:
The second purpose of the boulders is to prevent the chamber from collapsing. Contrary to many, the soak away needs to "breathe" in order for it to work properly. In modern countries there are specially molded plastic shapes that are designed for maximum surface area that is used in soak away systems.
The final treatment is the actual leeching into the soil that filters etc. The boulders/gravel does not do filtering as people think.
One fundamental flaw in our "local" design is that a pit is just dug and filled with boulders. This design causes silt to move into the spaces in the boulders and clog it. In modern countries they use a perforated pipe 36" or so and pack the boulders inside. This prevents silting.
rspann wrote:Good info there. Another thing many plumbers don't know ,is that the septic tank has to be filled with water up to the height of the bottom of the baffle wall before it is put into use.
What does your plumber use for creating bacteria?
Gladiator wrote:I have seen plumbers suggest and use cheese, yogurt, dahee ... I cant say if it worked or not. However Peakes has something called BACKBITE that i heard works well.
streetbeastINC. wrote:It does not matter if you ru it through uv dis or chlorination, no effluent from a septic soak away sys is to run into a road side drain.....
Rory Phoulorie wrote:Just go with the recommended design for the soakaway on page 42 of the Trinidad and Tobago Standard "Guide to the Design and Construction of Small Buildings TTS 599: 2006".
adnj wrote:This illustration shows you that the bottom of the pit should be in a "natural sand vein" that is at least 800 mm deep. You don't get to see that every time in some places.
This illustration can probably be blamed for more than a few of the premature failures of soak aways built locally. About five different posters already said that you need porous, well-drained soil. That is simply not the case in many areas but some people build it like that anyway because it's in the handbook.
rspann wrote:adnj or rory, what do you recommend for high volumes of effluent?
Rory Phoulorie wrote:With respect to the type of sewage treatment system that you would use for a development, you should do what is called a Percolation test. This will guide you on whether you could use a soakaway, an absorption trench or whether some other type of treatment system is required.
WASA will dictate where the Percolation tests should be done and they will witness the tests being conducted. WASA will then advise you on the sewage treatment system that should be used at your site.
The natural sand vein in the illustration does not mean that there sand needs to be naturally occurring at the site. It means that you need to place a layer of naturally occurring sand (as opposed to manufactured sand) in your soakaway.
rspann wrote:adnj or rory, what do you recommend for high volumes of effluent?
rspann wrote:adnj or rory, what do you recommend for high volumes of effluent?
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