Part RFI - 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    20/0668    EFFLUENT DISPOSAL REPORT
CLIENT        DONOVAN BISS
SITE LOCATION PROPOSED STUDIO AND PROPOSED RESIDENCE,
              503 MIDDLE CREEK ROAD, FEDERAL.
REPORT DATE   27/10/2020



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 studio and proposed residence at 503 Middle
     Creek Road, Federal. 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 well grassed. The proposed effluent disposal area is
     approximately level. Surface water drainage from adjoining allotments will not traverse this site.
     Surface water from the tested area will drain towards the rear.
     The weather conditions prior to testing were periods of moist conditions.
     The site has a Creek 12m 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, brown, medium plasticity SANDY CLAY. Underlying this
     is a moist, 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.



     Whilst every effort has been made to ensure that the borelogs carried out at the subject allotment