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2019-01-14 General Committee Agenda - Attachment 1 to Item 1 - Original Court Approval for Bottling Plant
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Cooroy Mountain Spring Water CEDA Cooroy Mountain Road, Mt. Cooroy QLD |
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volume of water required undertaking this Queensland Water Recycling Guidelines and
task will be 300L per week or an average of AS/NZS 1547:2000, including the following: |
43L per day. Added to the total above the + The designated land application area must
total volume of wastewater to be treated comply with setback distance |
, will be 3,367U/day. requirements.
+ The presence of buried pipes shall be
Wastewater loadings from the bottling indicated by using underground marking
plant process are dealt with in the tape to AS/NZS 2648.1 or be indicated by
Conceptual Stormwater Assessment report warning signs at the boundaries of the .
by Gilbert & Sutherland (2009). designated area, clearly visible to property
users, which would read in English and |
5.3 Licensing requirement any other appropriate community
. . language: ‘Sewage effluent pipework i
Using the formulae presented in the installed below. DO NOT DIG’. |
Queensland Environmental Protection policy + Warning signs should be erected near the ,
(Water) 1994 - Environmental Pr otection wastewater treatment system, be clearly
- Regulation (2008) Section 63, one Equivalent visible and read in English and any other
Person (EP) generates 200L per day. Thus the appropriate community language: {
proposed development will require a-~17 EP "RECYCLED WATER BEING USED - DO NOT
wastewater treatment system. As this is less DRINK’.
than the 21 EP threshold the system does * All recycled water signs should comply ‘
not constitute an Environmentally Relevant with AS1319-1994 Safety Signs for the
Activity (ERA) 63 licence and does not Occupational Environment.
require Department of Environment and ¢ No run-off or seepage of effluent should ‘
Resource Management (DERM) approval. occur beyond the designated irrigation
area.
5.4 Proposed wastewater + Effluent must not come into contact with |
treatment system people, domestic or farm animals or any
It is proposed that wastewater generated . Thee intended a syatemn nut one ©
on-site will be treated to a secondary @ contract with an organization |
standard within a water treatment plant authorised by Councit and/or EPA for the ,
(WTP) utilising either of the following servicing of the unit on a regular basis.
treatment methods: * The land application area/s should be |
* activated sludge system maintained with purposely planted
* biological trickling filter system grass/turf or trees/shrubs to maximise the |
* extended aeration system nutrient uptake and minimise deep
* aerated/aerobic sand filter system percolation of nutrients through the soil |
profile.
5.5 Proposed method of disposal
It is proposed that the treated effluent 5.6 Proposed irrigation area
from the bottling facility redevelopment In order to estimate an appropriate land |
will be surface irrigated onto a designated application area for the expected loadings, -
irrigation area. the method of calculation for an irrigation |
oo area from AS1547—1994 was used.
The surface-spray irrigation system
proposed will allow regular small The equation for sizing a surface irrigation |
applications to be applied to the area from Section 3.6.2(¢) of AS1547—1994
nominated irrigation area to maintain is as follows: |
optimal soil moisture levels while
minimising deep percolation and surface Ai = qw/DIR
run-off. Additionally, surface spray
applications maximise evaporation further Where
assisting with wastewater disposal. . oo, .
. Ai = irrigation area required
All such irrigation would be undertaken in qw = total quantity of effluent |
accordance with the requirements of the generated in a week, in litres
Lo |
if /f . 5-2 .
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