06/1168 - Change a Development Approval [As Published] · 132006.1168.02

Schedule A — Response or Change to Conditions

DA Item Description

No

defect identification and rectification. This charge is payable prior to
the issue of Operational Works approval and will be determined on
the unit rate basis current at the time of approval.

Response

ite

   

Action By

 

 

 

Sewer Mains

 

 

 

 

30 The site shall be connected to Council’s existing sewerage reticulation
systems and be constructed in accordance with Council’s standards
and requirements at no cost to Council.

   

Sewer pump station to be installed
with clubhouse construction. Waste
water to be pumped to contro!
manhole adjacent to sewer treatment
plant as determined by SCRC Water

 

  

 

 

The proposed package sewerage pumping station shall have
emergency storage tanks with a capacity of 24 hour storage to
minimise risk of spillage to Burgess Creek.

 

The standard EOne design drawing
shows the capacity in the WW is
3.15kL.

Based on our conservative design
estimates, the Average Day Flow is
approximately 3.8kL/day. Therefore
the storage equates to approximately
20 hrs.

This is a duty/standby pump
arrangement so it should be ok.
Alternatively it is possible to increase
the tank size (if required).

 

The system is a
closed system so
no spillage to
Burgess Ck will
occur. If the
system fails it will
simply back up.

 

 

10