000A88A4.077.tif · 132003.221037

PETRAC PTY LTD: Noosa North Shore Eco-Tourism Portal — Development Code

| Water Quality Parameter. Release

| Criteria
| Suspended < 50 mg/L |
, Solids:
|
i Total Nifrogen 0.9mag/L
: Annual Mean . 0.1 mg/L
| Total an
| Phosphorus . “
‘
| Annual Mean 6.5 to 8.5
| PH 7.0
Oil and Grease No visible film
No detectable
odeur
| Floating matter None visible

: Other

In accordance with

Parameters the National Water
Quality
Management
Strategy

(2) If an application is made under
the Integrated Planning Act for
the conduct of works associated
with development, the
application:is to be
accompanied by a construction
and operational stormwater
management and maintenance
plan.

 

 

 

i 7.6 ELement § -Sewace TREATMENT

 

 

T

Policy: { (1) To treat and dispose of human

i waste products in a sustainable
manner whilst reusing the water
resource in a way ibat does not
significantly impact on the
land’s existing environmentai

i
i
i
t
|
I
i values,

  

 

  

To obiain a licence irom the
Environmental Protection
Agency for Environmeniaily
Relevant Activity 15(b).

(2) To comply at all times with
relevant and reasonable
conditions within the licence for
the conduct of the

! environmentally relevant
activity.
| (3) To tertiary treat effluent water
—-...__and achieve "Class A”

Performance
Objectives:

 

 

 

hAgidinoosa\petrac\development codeVeport. doc
18/09/2003

 

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|
t

 

Conirel

Measures:

4)

2)

(3)

(4)

6)

 

(1)

25
classification for the treated
effiuent water.

To land dispose of treated

effluent water in a controlled
manner to ensure that there is:

{@) ~ No significant impact of
effluent disposal on
ecosystem dynamics:

(b) No contamination of
groundwater.

(c) | No animal heaith risk
from exposure to treated
water,

To monitor effluent, surface and
groundwater water quality to
ensure the environmental
values.of the land and
surrounding land are protected.

Any sewage treatment plan
constructed and operated on
the land fs to treat effluent water
to a tertiary standard as
defined.

Treated effluent water is to be
tested at the nominated
frequency for the quality of
contaminants as defined within
Table 3 of the “interim
Guidelines for the Use of
Reclaimed Water in
Queensland” for Urban (Non-
Potable) Ciass. The
measurement parameters are
to include, but not be limited to:

{a) _ continuous monitoring of
turbidity,

(b) daily monitoring of any
disinfection system,

(c) weekly monitoring of pH
and biochemical oxygen
demand; and

(d)} monthly monitoring of
thermoiolerant coliforms.

Any treated effluent water
holding tank is to have sufficient
capacity for the volume of
effluent produced over a five
day period.

Any effluent disposal scheme is
to be designed and operated in
accordance with the conditions
of an Environmental Authority
for the conduct of the
Environmenially Relevant
Activity.