05.01.2014 Views

volume 1 - Halifax Regional Municipality

volume 1 - Halifax Regional Municipality

volume 1 - Halifax Regional Municipality

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

<strong>Halifax</strong> Water Integrated Resource Plan<br />

Appendices<br />

• Review of system models and other tools such as asset inventories and GIS data and<br />

identification and/confirmation of gaps.<br />

• Review of the characteristics of waters receiving wet weather discharges.<br />

• Data and information collection designed to fill vital gaps.<br />

• System model update and refinement.<br />

• Development and analysis of alternative system-wide wet weather management<br />

strategies in consideration of receiving water characteristics. The alternatives would<br />

incorporate the new information and data developed during the Wet Weather<br />

System Plan as well as the previous studies. Demand reduction strategies would be<br />

assessed as part of this activity.<br />

• Recommendation of a preferred Wet Weather System Plan. This would be<br />

incorporated into the overall Wastewater Master Plan.<br />

A total of $14.3 million has been budgeted for Wet Weather System Plan development<br />

for the 30-year period including initial plan development and updates every five years.<br />

This total also includes funds for ongoing monitoring for wastewater system model<br />

calibration and the further expansion and refinement of the model. The details of the<br />

costs are presented in Volume 1 Appendix H.<br />

Two specific programs that would be additional inputs to the Wet Weather System Plan<br />

are discussed below. The additional costs above and beyond the Wet Weather System<br />

Plan preparation are presented for the two components. Cost details and distribution by<br />

year are presented in Volume 1 Appendix H.<br />

An Enhanced Overflow Control Program is recommended to address a comprehensive<br />

strategy for control of all active overflows. This goes beyond the good starting point<br />

provided by the RWWFP. The discussion below provides a high-level presentation of the<br />

program basis and the potential costs of additional overflow control (beyond RWWFP).<br />

It will need to be refined through the development of the Wet Weather System Plan.<br />

An I/I pilot program is also recommended to provide the necessary data to establish the<br />

benefits and costs of extraneous flow (i.e. wastewater demand) reduction.<br />

2.2.1 Enhanced Overflow Control<br />

Based on data collected by <strong>Halifax</strong> Water there are presently a total of 216 known<br />

potential overflow locations within the wastewater system approximately 105 of which<br />

are known to have been active at any time. Twenty-nine (29) of the 105 active overflows<br />

locations are associated with the combined sewer system.<br />

The RWWFP modelled a total of 96 of the potential overflow locations and determined<br />

based on the modeled results, 59 overflows are active during a year with average rainfall.<br />

The RWWFP modeling further determined that 28 of the 59 overflows active during an<br />

average rainfall year would be impacted by future growth. The RWWFP includes measures<br />

Revision: 2012-10-29 Integrated Resource Plan –Appendices F-22<br />

October 31 2012 Page 201 of 272

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!