Skip to the record
Accept no substitutions.

Council archive · source document

131001 Minor Change Request · 132006.268.03

Attached to the e-mail Pre-Request for Minor Change to MCU - 132006.268.03.

of 61

Text shows just the words. Original shows the document exactly as it was published.

Check the original when the exact wording matters.

                                                                                future-plus
                                                                                ENVIRONMENTAL
4377-131119-1.0

         Operating sewage treatment works, other than no-release works, with

        a total daily peak design capacity of 21 to 100 EP if treated effluent is
        discharged to an infiltration trench or irrigation scheme.



If additional people are using the site and/or water conservation is not being practiced within
the building and additional flow is being generated, enlargement of the STP and irrigation
area may be required. This will be additional cost to the owner.


3.4 TREATMENT SYSTEM
Treatment of wastewater must achieve a minimum of secondary or advanced secondary

effluent quality in accordance with the Queensland Plumbing and Wastewater Code 2011.


Treated Wastewater shall comply with the following quality criteria specified in Table 1.1 of
the Queensland Plumbing and Wastewater Code, which are as follows:

                  bod5 < 20mg/L
            . SS < 30mg/L
                  Thermotolerant Coliform (org/lOOmL) < 200


3.5 ADDITIONAL DESIGN CONSIDERATIONS
A number of other design considerations should be made in relation to the following key
elements associated with this project.


Peak Flows and Low Flows
The wastewater treatment plant must be able to cope with periods of sustained high or peak
loads and also periods of very low influent. During these times, appropriate flow balancing

may be necessary in order to buffer against such extreme variable conditions.


Effluent Quality & Concentration
Developments with mixed uses produce (Factory Office Facility) a different type of
wastewater when compared to traditional domestic effluent. Typically, this effluent can be

more concentrated and require specific design considerations.




February 2014                          Site & Soil Evaluation Report                          8
                                   Wastewater Treatment and Effluent Disposal
                                   314 Cooroy Mountain Road, Cooroy Mountain

Used in these records

About this file

File size
4.4 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

131001 Minor Change Request.pdf · 4.4 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.