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Appendix C - Stormwater Management Plan

Attached to the e-mail MCU15/0095 & REC15/0022 Development Application Stormwater Mgmt Plan (2 of 3).

of 74

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Plans and drawings

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TfA Project Group Pty Ltd                                                                   Stormwater Management Plan
                                                                                                 Development Application


   7.3.1.1        Spel® Puraceptor
   The Puraceptor will have a minimum containment volume of 10,000litres, which allows for containment for spill
   from an 8,000 litre tanker compartment plus allowances for wind-blown rain. The Puraceptor will remove
   hydrocarbons, gross pollutants and total suspended solids. Refer to Appendix F for details of the Spel® Puraceptor.


   7.3.2      Underground Fuel Storage Tanks
   Underground fuel storage tanks, piping and fuel dispensers will be installed in accordance with the Australian
   Institute of Petroleum (AIP) standards.


   7.3.3      Areas outside Canopy
   All driveways and car parking areas will be concrete surfaced and will drain via gully inlet pits, which will have
   Spel® Stormsacks inserts to capture gross pollutants before discharging to the legal point of discharge. Refer to
   Appendix F for typical details of the Stormsacks system.


   7.4       Water Quality Assessment
   No water quality assessment is required as the total site area is less than 2,500m².


   8       SITE MAINTENANCE AND MANAGEMENT PROCEDURES


   The service station operator will have a Petrol Handling Manual that will set out all requirements for the safe
   handling of combustible and flammable materials. This manual will dictate weekly, monthly and annual checking
   procedures with checklists, which will be completed, and the records stored.


   The manual will also set out dry cleaning methods to be employed within the fuel dispensing area in lieu of washing
   down to reduce possible contaminated runoff. Emergency procedures will be also clearly set out detailing actions
   to be taken by site personnel in the case of varying possible emergencies such as spills, fire or risk of fire, vehicle
   accidents, etc.


   In addition a regular cleaning, maintenance program/contract is to be established for emptying of rubbish bins
   located around the site, removal of general litter from the site, inspection of stormwater gully pits and removal of
   any sediment or captured litter from the Spel® Stormsacks systems. The Spel® Stormsacks will be inspected and
   maintained in accordance with the manufacturer’s instructions. Refer to Appendix G for maintenance plans.


   The maintenance plan will address the following:
              •     Inspection frequency;
              •     Maintenance frequency;
              •     Data collection/storage requirements;
              •     Detailed cleanout procedures.

   The plan will include inspection procedures covering aspects such as equipment needs, maintenance techniques,
   occupational health and safety, public safety, environmental management considerations, disposal requirements
   of pollutants collected and access issues.




                            123 Eumundi Road (Cnr Walter Hay Drive), Noosaville QLD 4566                             Page 12
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