Appendix C - Existing Approvals · 132000.200359.3

                                                                                      20444 DA


2.   A verification survey of the building is to be carried out by a Licensed Surveyor and a certificate
     lodged with Council at completion of the work confirming compliance with the maximum building
     height above natural surface, required by the provisions of the Planning Scheme.
3.   The geotechnical report submitted as part of your application has been appraised and approved
     subject to the following conditions:
     3.1.   There is to be no uncontrolled discharge of water onto the slope.
     3.2.   Under no circumstances should the vegetation beyond the rear property boundary be
            removed and stripping of vegetation for construction purposes should be minimised. If
            vegetation is destroyed it should be reinstated immediately after construction is completed.
     3.3.   Additional load due to fill, construction equipment or stockpiled materials should not be
            located on the dune slope. Filling in the open space area is to be avoided.
     3.4.   The use of vibratory equipment of any kind is not permitted to be used, including vibrating
            rollers, the use of vibrating installation techniques for sheet piling and other construction
            vibrations caused by excavating, earthmoving or demolition machinery or other similar
            construction techniques.
     3.5.   The client is to engage the services of a suitably qualified engineer to oversee the piling
            (bored pier) works and such works should be carried out using non-vibratory techniques.
     3.6.   The construction management plan provided by Field Constructions Pty Ltd and dated 8
            September 2000 forms part of this approval and as such the procedures outlined therein are
            ‘conditions’ for the purposes of this approval and are to be strictly adhered to.
     3.7.   The builder, landscaper and all workers associated with the construction of the works on this
            site shall at all times comply with the directions of the consulting geotechnical engineer and
            Council officers.
     3.8.   Recommendations of Coffey Geosciences Pty Ltd in Report referenced B17305/1-A CT:CJ
            and dated 8 January 2000 forms part of this approval and as such the recommendations
            contained therein are to be adhered to.
Land Development
4.   The two sets of absorption trenches (3 x 600 x 900 deep) shall be installed in the locations shown
     on Sketch-01 (attached), and shall not be built over or on top of in any way or form, including the
     likes of a driveway.
5.   Certification from a Geotechnical Engineer that all structures including the absorption trenches
     have been built in accordance with the approved Geotechnical report and are safe against failure
     will be submitted to Council at the completion of the works approved.
6.   The proposed driveway shall be constructed to an alignment that avoids the two sets of absorption
     trenches, and should generally be in accordance with the location shown on Sketch-02 (attached).
7.   A grated trench drain shall be provided across the proposed driveway as shown on Sketch-02.
     This drain shall then discharge to one of the two sets of absorption trenches as shown on Sketch-
     01.
8.   Energy dissipation methods shall be deployed at the lower end of the driveway (Sketch-03) in order
     to reduce the effects of stormwater runoff washing away any vegetation. In this regard, energy
     dissipaters such as stone pitching may be appropriate. But no matter what method is employed,
     the aim should be to disperse the water over the full width of the driveway and to minimise the
     effects of a potential wash out.




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