Appendix 4. Civil Engineering Report [As Published] · 132007.2399

10.0 EXISTING SERVICES

The proposed development site in its current location will require the relocation

of some services to allow it to proceed. Each of the required locations is detailed

below and also indicated on the service plans as attached in Appendix B.

10.1

10.2

10.3

Existing Sewer Rising Main (Drawing C1732/07/J/P04)

The existing sewer rising main (200mm dia) which extends from the
existing Sewer Pump Station NH17 traverses the site from the south west

corner across to the eastern side of the development.

This rising main will be relocated around the development site, along the
southern boundary, across the 10 Fairway and then connect back up to

the existing rising main at the eastern corner of the site.

Existing Sewer Effluent Main (Drawing C1732/07/J/P04)

This main currently supplies effluent from the Sewerage Treatment Plant
and ultimately discharges into Lake C. This main currently runs parallel
to the Sewer Rising Main and will also be relocated parallel to the new

rising main.

Existing Gravity Sewer (Drawing C1732/07/J/P04)

The existing gravity sewer extends from the maintenance sheds, along the
edge of the 10 Fairway before crossing the proposed site in a westerly

direction to discharge into the existing Pump Station NH17.

 

C1732-07-Engineering Report Page 7 of 10
NOVEMBER 2007 — IF/ca

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