Jellyfish Compliance with SQIDEP · MCU15/0122

Australian Journal of Water Research
ISSN: 2203-9482 (Print) ISSN: 2203-9490 (Online)

The stormwater drainage at the site is handled by a piped, subsurface network. Driveway runoff from
the site enters the drainage network via grated field inlet pits while downpipes from the roof are
directed to rainwater tanks, and the overflow pipe to the closest field inlet. The treatment device is
fitted as a part of the drainage network after the last grated manhole within the site as shown in Figure
2.




Figure 2. Monitoring System Layout


2.2 Instrumentation and Sampling Methodology
Automatic sampling stations are installed at two sampling points as shown in Figure 2. The upstream
sampling point is equipped with a flow measuring device and an automatic sample collection system
while the downstream sampling point is equipped with an automatic sample collection system. A
tipping bucket rain gauge is installed as part of the field monitoring system. A schematic of the field
monitoring system is shown in Figure 3.




Figure 3. Schematic of the Two Sampling Points


Australian Society for Commerce Industry & Engineering
www.scie.org.au
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