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Appendix D_Engineering Report
Attached to the e-mail MCU15/0109 IDAS Forms, Planning Report & Engineering Report - Links Drive Noosa Heads.
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Maintenance overview Sediment settles to the bottom of the lower chamber
by gravity forces. The circular design of the treatment
To ensure ongoing long-term environmental protection chamber is critical to prevent turbulent eddy currents,
HumeCeptor® needs to be maintained (generally which inhibit the settling process.
annually).
During high flow conditions, stormwater in the by-pass
The actual on-going maintenance frequency chamber will overtop the weir and be conveyed to the
requirements will be determined through quarterly outlet drain directly. Water flowing over the weir creates
inspections undertaken during the first year. However, a backwater effect on the outlet decant pipe (ensuring
only an annual maintenance period is anticipated for head stabilization between the inlet drop pipe and outlet
most HumeCeptor® units installed within drainage decant pipe). This ensures that excessive flow will not be
infrastructure. forced through the treatment chamber scouring or re-
suspending previously settled material.
Inspection can be performed by anyone, and procedures
for inspection are provided in this document. The by-pass mechanism is an integral part of the
HumeCeptor®, since other oil/grit separator designs and
Generally, comprehensive maintenance is performed proprietary devices have been noted to scour during high
from the surface via vacuum truck. Companies capable flow conditions (Schueler and Shepp, 1993).
of performing this maintenance can be found in the
Yellow Pages or online by searching sewer cleaning or
Figure 1 – HumeCeptor® system operation during design
liquid waste removal. If you require a list of contacts for
flow conditions
cleaning your HumeCeptor® please call your nearest
Humes office.
HumeCeptor® operation
A HumeCeptor® unit can be divided into two distinct
zones comprising:
1. A lower treatment chamber
2. An upper by-pass chamber
Stormwater flows into the by-pass chamber via the
stormwater drainage-pipe, where low flows are diverted Figure 2 – HumeCeptor® system operation during high
into the treatment chamber by the weir and drop pipe flow conditions
arrangement.
Note, the treatment chamber is always full of water
so water will flow up through the outlet decant pipe
(based on the head of water behind the inlet weir) to be
discharged back into the by-pass chamber downstream of
the weir. The downstream section of the by-pass chamber
is connected to the outlet drainage pipe.
Oil and other liquids with a specific gravity less than
water rise in the treatment chamber and become trapped
since the inlet of outlet decant pipe is submerged.
3 HumeCeptor® system
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