8.0 Effluent Disposal Report (Proposed Residence)

                                                                            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    20/0609-A     EFFLUENT DISPOSAL REPORT
CLIENT        DAVID ROGALSKY.
SITE LOCATION PROPOSED RESIDENCE,
              142 PLAYFORD ROAD, KIN KIN.
REPORT DATE   14/08/2020



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 has
     been used for reference purposes during the compiling of this report.

     This report relates exclusively to the proposed residence at 142 Playford Road, Kin Kin. 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, with dense undergrowth, and has a dense
     growth of small to large sized mature trees present. The proposed effluent disposal area falls at a
     slope of approximately 25% 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 a Dam 20m 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, medium plasticity, SANDY CLAY. Underlying this is
     a moist, pale grey/pale brown, low plasticity SANDY CLAY
     Groundwater was not encountered during the field investigation.
     GRAVEL (Hand Auger Refusal) was encountered at a depth of 400mm during the field
     investigation.

     RESERVE AREA

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