3. Effluent Disposal Report · MCU19/0117

                                                    3/43 Hunter Street, Hervey Bay QLD
                                                      PO Box 5485, Torquay QLD 4655

                                                                Phone: 07 4125 3510
                                                                Mobile: 0414 953 963
                                                    [email protected]




2.6    Hydraulic Conductivity

The soils on the proposed site are sand massive structure hydraulic
conductivities the amount for these soils is aprox1.0-3.0 =35mm/week
The conclusion is that the results indicate the soil is very good for drainage and
an Evapotranspiration-absorption trench will supply the treatment needs to each
dwelling. We are looking to use an Advanced Enviro-Septic treatment disposal
area. This will provide Secondary Quality Effluent.


 SITE SUITABILITY ASSESSMENT

The Department of Local Government Queensland Plumbing and
Wastewater Code is the guidelines used in preparing this report.

3.1   Flood Potential

The location of the site is above flood level.

3.2   Aspect and Land Area

No parts of the site are sufficiently obscure from the sun or wind to
be ineffectual for effluent disposal. There is sufficient land area for
effluent disposal.

3.3   Slope

Areas recommended as effluent disposal site, will be in the building envelop of
each dwelling. The AES Disposal area can be installed on slope, but the
construction of the disposal area will follow the contours of the land with
diversion mound so that overland flow / stormwater will not enter the disposal
area.




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