sammyg wrote:.It sounds as if you are having to make your own septic system and drainfield which tells me that an actual septic tank with built in baffles and dividers is not available in Thailand correct when you looked for them?Is your ground sandy,gravel loam or clay type material which will not drain the soil very well?Not sure what most of Udon Thani soil type is?Thanks,SammyG
Septic tanks are available here with baffles/ Stomeman if using 5 rings and they are the large 1mt dia will have 2000lt in the first tank and 2400lt in the second tank, he says he has 40mt of 100mm slotted /holed pipe, but does not say what is under these pipes, maybe he has good soil drainage, sounds very small if the soil is not up to the drainage, The average rain fall in udon is 1500mm a year, with roof area for Stoneman at 250mt2 and let say we have a 25mm rain fall over night or during the day, expect up to 75mm a day on a regular bases, 25mm of rain will produce over 6000lt / 75mm of rain will give you 18,000, So from these calcs you can work out if the system will drain away the water.
To test the soil seepage rate, dig a hole 1mt square, 500mm deep fill it with water, cover it with plastic to stop evaporation, leave it for what ever time check hourly daily till the water is gone, in this case let say it took 24 hours.
Now we have the drainage rate Lt/Hr/mt2 which is 500lts ÷24hr =21lt Hr per mt2. = 21l/h/mt. working on Western standards The average daily high rate of rate of fall in the wet season for udon will be 30mm or 7500lt for the design criteria in 24 hour period, dont for get this is just roof water, 7500lt max inflow rate and 21l/h/mt.drainage rate, that will take if designed right on a 12 hours max drain ratio to meet most western standards, 360 hours for the drain seepage, 12 hours design rules, 360h÷ 12h = 30mt2 of seepage trench, as in Stoneman case he has from my understanding just 1 tank with gravel on the botton, giving him just 0.8mt of drainage, plus the 40mt of pipe, depending on how the 40mt of pipe is layed and type of rubble put around it.
I would say that if a 1mt wide trench x 500mm filled with gravel or course sand , covered with a geotextile to stop the top soil from clogging the drainage, over filled with top soil then seeded for grass, the 100mm x 40mt pipe is layed into the gravel pit, the you should get a trouble free drainage system, of course if the ground seepage is lower than 21lt Hr per mt2 the system will need to be bigger.
In Oz you can not put roof water in to the Septic drainage system, you need to design a system like above seperate from the toxic septic water, in the above case the septic water drain would work on 300lt a day 3 people average, so the fiels drains would not need to be as big.
The soil around udon 10 k out where I am has clay so 1 mt2 of drainage area will disperse/ drain 24lt÷24hr =1lt/h/mt or for the test hole I dug 50lt took 68hours to drain out, the rest was evaperation from the surface area
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