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PART Response to Information Request · OPW11/0335
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Table 11-2: Location of Water Quality Monitoring at the Essence of Peregian Site
Site Site No. Description
Wetland A2 1 Monitor quality of stormwater entering wetland A2
Wetland A2 2 Replicate monitoring of stormwater quality entering
wetland A2
Wetland B2 3 Monitor quality of stormwater entering wetland B2
Wetland B2 4 Replicate monitoring of stormwater quality entering
wetland B2
Wetland C2 5 Monitor quality of stormwater entering wetland C2
Wetland C2 6 Replicate monitoring of stormwater quality entering
wetland C2
Heath 7 Monitor quality of stormwater entering the receiving
waters
Heath 8 Replicate monitoring of stormwater quality entering the
receiving waters
Heath 9 Replicate monitoring of stormwater quality entering the
receiving waters
Construction Site 10 Monitor rainfall onto construction site
Inflow onto 11 Monitor quality of stormwater entering construction site
construction site
Inflow onto 12 Monitor quality of stormwater entering construction site
construction site
Outflow from 13 Monitor quality of stormwater exiting construction site
construction site
Outflow from 14 Monitor quality of stormwater exiting construction site
construction site
Locations are as per the sampling map, included as Appendix F.
Monitoring needs to commence during the construction phase, and continue during the
operational phase.
11.1 Water Quality Monitoring During Construction
During construction, monthly monitoring for the parameters described in Table 11-1 is
recommended from sites 7 to 9 (Table 11-2). Additionally, it is recommended that the
suspended solids concentration of stormwater is measured at sites 10 to 14 during
stormwater events, with collection of four (4) stormwater samples flowing onto the
construction site, four (4) more stormwater samples flowing from the construction site
into the terminal wetland, and a rain-gauge is installed on site to indicate the intensity of
rainfall during a stormwater event (Table 11-2).
Inflow and outflow water needs to be collected as paired samples within a short time
frame, with each pair representing the same phase of stormwater activity. The volume
of stormwater generated in the catchment can be calculated by the area of catchment
and the intensity of rainfall during the event. The proportionate change in the
suspended solids loads in stormwater flowing over the construction site will provide a
measure of the sediment being generated from the construction site.
©2012 Simmonds & Bristow Pty Ltd Contrast Constructions J-1005-310 - 13 January 2012
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