Business Paper - Hawkesbury City Council

33. The topsoil shall be stripped and stockpiled and used to cover the landfill.
34. The filled area, including batters, shall be grassed immediately after filling
takes place.
35. All fill to be adequately compacted by track rolling or similar in layers not
exceeding 300mm.
36. The cut or fill shall be battered at a slope not exceeding 1 (one) vertical to 3
horizontal, unless prior geotechnical advice have been provided to the
principal certifying authority as part of the construction certificate application.
37. The site shall be secured to prevent the depositing of any unauthorised
material.
38. Dust control measures, e.g. vegetative cover, mulches, irrigation, barriers and
stone shall be applied to reduce surface and airborne movement of sediment
blown from exposed areas.
39. Measures shall be implemented to prevent vehicles tracking sediment, debris,
soil and other pollutants onto any road.
40. All trucks entering or leaving the site shall have their trays suitably covered to
prevent spillage of any material from the truck onto the road.
41. Off-street car parking spaces, together with access driveways and turning
areas, shall be constructed, paved, line marked, signposted and maintained,
as shown on the approved plan.
42. Disabled parking shall be provided in accordance with AS2890.1-1993.
43. A ticketing system is to accompany any fill material being brought to the site.
A register is to be kept on site to cross reference against the source records.
An independent site auditor is to be engaged to undertake appropriate
certification regarding the monitoring and validation of the fill material imported
to the site as being sound, suitable for the proposed use and free of
contamination.
44. All necessary works being carried out to ensure that any natural water flow
from adjoining properties is not impeded or diverted.
45. All civil construction works required by this consent shall be in accordance with
Hawkesbury Development Control Plan appendix E Civil Works Specification.
46. All fill including existing fill must be compacted to 98% standard compaction in
accordance with AS1289 and verified by the submission of test results and
accompanied by a contoured depth of fill plan.
JRPP (Sydney West Region) Business Paper – (Item 1) (01 September 2011) – (2011SYW020) 33