allie075
Civil/Environmental
- Apr 19, 2006
- 17
Hello everyone:
I work for an approval agency. We have this development comprising 140 single family units. The development was given approval for use of a double compartment septic tank, sand filter trench and chlorine contact chamber (Clayey Soils). One problem is that the lot size is smaller than the proposed lot size which was submitted with the WW system for approval. Space is a problem as well as elevations. The existing drain is too shallow.
The houses are being built by individual home-owners who want to maximise their land space and have began building unique versions of the system...shorter trenches, no lining etc. Of course, there is a health risk involved and the approved system will not work without modification.
So far, the options we have are:
1. Introduce a sump and pump to each lot to discharge disinfected effluent
2. Small bore system with ATU
3. Centralised WW Treatment Facility
The first one is risky because the residents are already complaining about the cost of the chlorine tablets and maintenance is a common problem here.
The second and third are iffy because there are only ten houses built/being built at present. We are not sure when the others will decide to build so flows may be very small for some time.
I'd appreciate your comments/advice.
Thanks much
Allie
I work for an approval agency. We have this development comprising 140 single family units. The development was given approval for use of a double compartment septic tank, sand filter trench and chlorine contact chamber (Clayey Soils). One problem is that the lot size is smaller than the proposed lot size which was submitted with the WW system for approval. Space is a problem as well as elevations. The existing drain is too shallow.
The houses are being built by individual home-owners who want to maximise their land space and have began building unique versions of the system...shorter trenches, no lining etc. Of course, there is a health risk involved and the approved system will not work without modification.
So far, the options we have are:
1. Introduce a sump and pump to each lot to discharge disinfected effluent
2. Small bore system with ATU
3. Centralised WW Treatment Facility
The first one is risky because the residents are already complaining about the cost of the chlorine tablets and maintenance is a common problem here.
The second and third are iffy because there are only ten houses built/being built at present. We are not sure when the others will decide to build so flows may be very small for some time.
I'd appreciate your comments/advice.
Thanks much
Allie