Effluent Disposal Report

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 JOB NUMBER              21-1559 EFFLUENT DISPOSAL REPORT
 CLIENT                  SONJA GLINSTER
 SITE LOCATION           PROPOSED RESIDENCE
                          36 RIVER PARK DRIVE, RINGTAIL CREEK.

 REPORT DATE             21/03/2022


1. INTRODUCTION
The purpose of this report is to evaluate and define a suitable on-site sewerage treatment and disposal
system for household effluents in accordance with Australian Standard 1547 - 2012 “On-site domestic-
wastewater management”. The Qld Plumbing & Wastewater Code-2019 has been used for reference
purposes during the compiling of this report.

This report relates exclusively to the proposed residence at 36 River Park Drive, Ringtail Creek. This
document has been prepared for the express purpose stated above. This document does not cover any
other elements related to construction on the site.
2. SITE DESCRIPTION AND WEATHER CONDITIONS
The site is an acreage allotment, which fronts a sealed road.
The slope configuration in relation to surface drainage is linear planar.
The soil surface condition was moist at the time of testing. There was no evidence of cracking of the
surface during the investigation.
The site has no visible rock outcrops on the surface of the allotment.
The proposed effluent disposal area is exposed to sun and wind.
The proposed effluent disposal area is grassed, scattered undergrowth and treed. The proposed effluent
disposal area falls at a slope of approximately 5% slope to the north-west. Surface water drainage from
adjoining allotments traverse this site. Surface water from the tested area will drain towards the south-
east.
At the time, and immediately prior, to testing, the prevailing weather conditions comprised of cloudy
conditions.
The site has a River approximately 150 m downhill from the proposed effluent disposal area.
3. SOIL PROFILE
The borelogs carried out at the site, refer attached Site Plan for localities, indicate that the soil profile
typically consists of a moist, grey, medium plasticity SANDY CLAY. Underlying the above, the soil
profile consists of a moist, pale grey/ pale brown, high plasticity SANDY CLAY
Groundwater was not encountered during the field investigation.

Rock was not encountered during the field investigation.

Whilst every effort has been made to ensure that the borelogs carried out at the subject allotment are
indicative of the soil profile over the site any discrepancy between the profile detailed in the borelogs
and that observed during construction shall be referred to Global Testing for immediate attention.
4. RESERVE AREA

Page | 1 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
                                            21-1559