Original source · versioned page text
AA1384_Effluent Report_final
Attached to the e-mail Request for Negotiated Decision Notice REC16/0015.
9
4.2 Protection of Surface and Groundwater Quality
The on-site sewerage facility shall incorporate measures to control the effects of an
on-site wastewater system on surface water and groundwater flows and the quality
of natural waters such that subsequent use of those waters is not impaired or
compounded (AS/NZS 1547:2012 Clause 2.4.1 (k)).
The nearest waterbody is located approximately 60m to the north of the dwelling on
proposed Lot 1 (6m from the northern site boundary). Due to the depth of the
groundwater at the nearest bore, it is considered unlikely that groundwater will be
impacted, however trench beds must be designed in accordance with AS/NZS
1547:2012 to reduce nutrient runoff.
Table 4.2
Recommended separation distances for protection of water quality
Feature Recommended Separation
Distance based on treatment
level
Primary Secondary Advanced
Secondary
Top of bank of permanent water course; 50m 30m 10m
Top of bank of Intermittent water course;
Top of bank of a lake, bay or estuary;
Top water level of a surface water source
used for agriculture, aquaculture or stock
purposes;
Easement boundary of unlined open
stormwater drainage channel or drain.
Bore or a dam used or likely to be used 50m 30m 10m
for human and or domestic consumption
Unsaturated soil depth to a permanent 1.2m 0.6m 0.3m
water table (Vertically)
Note:
The separation distances are recommended and
the local government may upon considering the
public health and environmental risks reduce or
increase the distances given in the above table.
We consider the property offers sufficient area to provide the required setback
distance from the treatment area to the nearest waterway.
5.0 ON GOING MAINTENANCE AND MONITORING
Monitoring and maintenance of the on-site wastewater treatment and disposal system is to
be undertaken in strict accordance with the manufacturer’s recommendations, requirements
of State and Local Governments, and AS/NZS 1547: 2012. For sub-surface application,
once the soil becomes saturated with nutrients, or becomes saline, we recommend the soil
is remediated or replaced or that a reserve wastewater disposal area is commissioned.
6.0 CONCLUSIONS AND RECOMMENDATIONS
In our opinion, we consider that an advanced secondary on-site wastewater treatment and
disposal systems to be suitable and viable for the proposal. We also consider that sufficient
area is available on site for the installation of trench beds whilst complying with required set-
back distances.
AA1384EFF
September 2016
JS/js
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.