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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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“s enti en | |
Cooroy Mountain Spring Water CEDA Cooroy Mountain Road, Mt. Cooroy QLD
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4) Previous assessment 4.3 Permeability |
The outcomes of the previous assessment Three separate infiltration tests were used
Global Testing are as follows. to determine that the average permeability
by Global Testing are ws for the chosen disposal site was 0.22m/day
. and consequently a design irrigation rate , |
4.1 Wastewater loading (from AS1547) of 20mm/week was adopted.
At the time the report was prepared the |
predicted wastewater loading was a total 4.4 Irrigation area
f 1950) comprised of:
° Uday compri ° . Based on the above information Global |
* 900L/day from the existing 3 Testing recommended that a gypsum
bedroom household; and treated surface spray irrigated area of |
* 1050L/day from the extended 683m? would be sufficient to assimilate the
ernen sen act Persons @ 50L wastewater generated. |
per person per day).
. In accordance with the required Noosa
4.2 Soil types Shire setback distance for properties !
Soil encountered at the site of the located with the Lake MacDonald
proposed irrigation area was defined as a catchment the proposed area was to be |
moist brown silty, sandy clay overlying a focated near the western lot boundary to
moist red/brown silty, sandy clay. No the south of the access road. |
indication of soil structure was given.
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