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Opus International Consultants (NSW) Pty Ltd - Transport for NSW ...

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Mount Druitt Commuter Car ParkReview of Environmental FactorsThe existing site building structure including the majority of the existing stormwatersystem would be demolished and removed to allow construction of a new structure.A series of above ground On Site Detention (OSD) storage tanks would be providedwithin the site possibly at the north-west corner or at ground level under the ramps toreceive the runoff from the roof parking and meet the storage criteria <strong>for</strong> the building.Rainwater from the open roof parking would be directed to grated full bore floor drainswhich are connected to downpipes attached to the columns and to the ground levelOSD tank.The OSD would be fitted with a Discharge Control Pit (DCP) with screens and orificecontrol to limit the outflow.The access roadway to the proposed car park would be graded towards North Paradeand runoff would be collected in conventional inlet pits and diverted to the Councilstormwater system. Landscaped areas around the ground floor parking fall into thesite. Runoff from these areas is likely to be piped directly to Council‘s stormwater.Rainwater outlets would be fitted with grated inlets. The DCP from the OSD would beprovided with a screened outlet. All grated drains located in pathways would besuitable <strong>for</strong> the passage of wheelchairs.Gross pollutant trap and oil separators would be installed downstream of the DCPbe<strong>for</strong>e discharge to council stormwater system.6.9.2. Ground contaminationA Phase 1 Preliminary Contamination Assessment <strong>for</strong> the site was undertaken by ADEnvirotech and is attached as Appendix F. The results of the investigation concludedthat there is a low to moderate risk of contamination at the Proposal site.The main potential contamination receptors include site visitors, drainage though thesite, atmospheric transportation and deposition, surface water runoff and storm waterdrainage, downward migration and leaching via infiltration of rain water into the soiland lateral migration via groundwater.A review of historical aerial photographs revealed that the site has been used <strong>for</strong>predominantly commercial purposes. No acid sulphate soil risk maps exist <strong>for</strong> the siteindicating the site appears to contain no known occurrences of acid sulphate soils.A search of DECCW Contaminated Land Management Database revealed that norecords have been issued against the Proposal site. A search of the Stored ChemicalIn<strong>for</strong>mation Database and the microfiche records held by WorkCover <strong>NSW</strong> did notlocate any records pertaining to the Proposal site.A visual examination of the site surface revealed no hydrocarbon staining. Asbestoscement debris was observed in the following locations;The south-western corner opposite the uncontrolled stockpile (possibly a <strong>for</strong>merTelstra pit);Inside the switch room under the stairs facing the southern boundary; andAlong the pit running east-west immediately in front of the switch room under thestairs.Building fabric within the structure may also potentially contain asbestos or otherhazardous materials. Polychlorinated biphenyls PCBs are presumed to exist within thecapacitors of the light fittings, while asbestos may be detected with bituminousmastics.Twenty soil samples were taken to test <strong>for</strong> petroleum hydrocarbons, benzene, toluene,ethyl-benzene, xylenes, metals, polyaromatic hydrocarbons, polychlorinated biphenyls,KMH-2010123a REF Rev 4 doc. Page 73 of 116Status: Final

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