Negotiated - Compiled Reference Document - RAL25 0011 (As Published)

LINDSAY CONSULTING PTY LTD                                                      -


STRUCTURAL AND CIVIL ENGINEERS
ACN 079 744 808 ABN 61 478 386 385 GST REGISTERED
AS TRUSTEE FOR THE LINDSAY FAMILY TRUST



      4.3. POTENTIAL GEOTECHNICAL EFFECTS

             We conclude there is a low risk of site instability with the subdivision of the
             allotment into 2 lots. Lindsay Consulting Pty Ltd further concludes that there is
             a low risk of site instability with the proposed residence located as indicated.
             The low risk of instability as defined in the guidelines in the attached appendix
             does not exclude slope stability problems, only that in Lindsay Consulting Pty
             Ltd’s opinion that the risk is low and may be management through good hillside
             practises.

5. ASSESSMENT OF DEVELOPMENT IMPACTS
   5.1. SITE LAYOUT

             No additional constraints have been identified from the geotechnical
             investigation with the proposed lot layout suitable for the development.


      5.2. ROADWORKS, DRIVEWAYS AND OTHER PAVEMENTS

             Access to the proposed lot is via a new driveway, constructed from the existing
             Crank Street frontage.

      5.3. FOUNDATIONS

             All filling on-site shall be controlled in accordance with the relevant Australian
             Standard and therefore all foundations shall be founded into this controlled fill
             material or into competent natural soil.

      5.4. SURFACE DRAINAGE

             All surface drainage shall discharge into the proposed stormwater system for the
             site. Attached are drawings 25-0314-C1 to C5 detailing the stormwater
             management system.

      5.5. WASTEWATER TREATMENT AND DISPOSAL

             The site shall be connected to the existing council sewerage system via a
             proposed sewer main as detailed by others.

      5.6. WATER CONNECTION

              The site shall be connected to the existing council water system via a proposed
              new water main as detailed by others.

      5.7. OVERALL EFFECT OF DEVELOPMENT ON STABILITY

             Lindsay Consulting Pty Ltd is satisfied that the existing allotment is suitable for
             subdivision into 2 No. allotments.


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