Attachment D - Effluent disposal report

                                                                            QBCC Licence No.1018403

            THE ONLY NAME IN SOILS                 UNIT 3/53 GATEWAY DR, NOOSAVILLE , 4566

                                                     Ph.0754740900/ email: [email protected]

JOB NUMBER    20/1453     EFFLUENT DISPOSAL REPORT
CLIENT        THE SHED HOUSE.
SITE LOCATION PROPOSED RESIDENCE,
              268 KINMOND CREEK ROAD, COOTHARABA.
REPORT DATE   04/02/21



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 268 Kinmond Creek Rd,
     Cootharaba. 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 sparsely grassed, with scattered undergrowth, and has
     many large sized mature trees present. The proposed effluent disposal area falls at a slope of
     approximately 4% towards the south. Surface water drainage from adjoining allotments will not
     traverse this site. Surface water from the tested area will drain towards the south.
     The weather conditions prior to testing were periods of moist conditions.
     The site has a Creek approximately 50m downhill of 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, fine to coarse grained SILTY SAND. Underlying this
     is a moist, pale brown, medium plasticity SANDY CLAY.
     Groundwater was not encountered during the field investigation.
     Rock was not encountered during the field investigation.

     RESERVE AREA

     A 100% reserve effluent disposal area can be obtained on this allotment.