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Frequently Asked Questions

Current guidelines/standards recommend that septic tanks should be pumped every 2-3 years.  Why do you say that your design cycle is 12 years and you recommend a 7-10 clean-out cycle?

The 12 year design for clean-out is based on data established by the US Public Health Service with a 95% confidence interval and the average number of residents per household (1), and a Brooklin Concrete 4,500L tank. This means that there is a 95% chance that the sludge accumulated in the tank will be below that calculated value. In situations where the number of users greatly exceeds the average, the users may be required to perform clean-outs more frequently or may prefer to use a larger sized tank. Clean-outs are desirable when the scum level and sludge level is within 10 and 30 cms of the wastewater transfer points, respectively.

(1) Statistics Canada, Private households by structural type of dwelling, by prvince and territory (2001 Census), for Single Detached House, Canadian average, 2.9 persons per household

If the municipality is responsible for maintaining my clarifier is there an easement to get access to my tank/laterals?
What if my jurisdiction does not have established easements?
My existing septic tank is under my deck and my backyard is too small for another tank.  How are you going to install your tank? Decommission the old one?
We have a high water table.  Will your tanks stay submerged?
Traditionally municipal guidelines have the sewer systems in the middle of the road.  Do you require amendments to these guidelines? If so, to what standard?
If the pipe did clog, how would you find and remove the blockage?
How can a 3" pipe carry the effluent for 300 homes?
If we expand beyond the service area of the area under EA, are we limited to using SBS™?
If you encounter bedrock, isn't the cost of installing 3" pipe versus historic pipe almost the same?
Does your system limit wastewater treatment options?
If you build a treatment plant to only perform secondary and tertiary treatment, what do you do with the septage from the tank?
Does your clarifier produce septage that is worse in any way than standard septage?
We would prefer not to deal with the sludge through periodic pumping. Is it better to transport it daily via the historic system or by a pressurized grinder/vacuum pump system?
Will your sewer system meet our local standards for procurement and maintenance? What if we don't have a standard?
Is your system approved in Ontario?
   
     

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