Effluent Disposal Report

                                                                            QBCC Licence No.1018403

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

                                   Ph.0754740900/ Fax.0754740901/ email: [email protected]

JOB NUMBER    19/0161      EFFLUENT DISPOSAL REPORT
CLIENT        JUSTINE OXLEY.
SITE LOCATION PROPOSED RESIDENCE,
              411 BLACK PINCH ROAD, COOTHARABA.
REPORT DATE   08/03/19



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 - 2000
     “On-site domestic-wastewater management”. The Qld Plumbing & Wastewater Code has been
     used for reference purposes during the compiling of this report.

     This report relates exclusively to the proposed residence at 411 Black Pinch 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 an unsealed road. The proposed residence site was
     marked on site.
     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. The proposed effluent disposal area falls at a
     slope of approximately 18% towards the north. Surface water drainage from adjoining allotments
     will not traverse this site. Surface water from the tested area will drain towards the north.
     The weather conditions prior to testing were periods of moist conditions.
     The site has Intermittent watercourses approximately 70m 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, pale brown, low plasticity SANDY CLAY. Underlying this
     is a moist, pale brown, high 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.