MCU 16 0090 - Information Request Response - 031116

Applicants Response

       Please refer to Attachment B - email response from TOD’s Consulting Engineers for 2, 3, 5.

       It is envisaged to hold up to 3 major fundraising events per year; such as a luncheon, a fair, and a
       Christmas party; with up to 100 patrons attending each event. Open days for the public will occur
       4 to 5 times a year.

       These proposed additional events will be managed through the implementation of a parking
       management plan under the direction of accredited personnel.

       These events will use The Tectonic Geotechnical report offsite parking, shuttle buses and drop off
       arrangements to meet any increased parking demand which cannot be accommodated within the
       proposed site.


   6. The submitted geotechnical report should be amended to include all proposed uses and make
      reference, where necessary, to any additional facilities that may be required for infrequent special
      events.

Applicants Response

       The Tectonic Geotechnical report within Section 7.0 considers the type and configuration of waste
       water systems that is most suited to the development.

       Within Section 7.1 Waste Water Design Allowance consideration and evaluation has been
       undertaken of the ultimate usage (peak) for the site. The assessment was based on a total pf 60
       persons onsite – being non resident.

              20 children
              20 staff
              20 work for the dole personnel

       Based upon wastewater flow rates given in the Code of Practice for On-Site Wastewater
       Management (July 2014), it has been estimated the proposed total wastewater flows as:

              60 persons x 30 L/person/day = 1,800 L/day (9 equivalent persons at 200 L/day/EP)

       The submitted Planning report details an expected maximum non resident population of 30 persons.

              20 clients
              10 staff

       Utlising the wastewater flow rates contained within the Code of Practice for On-Site Wastewater
       Management (July 2014), it is estimated that there is spare capacity of 900 L/day within the system.