20517 App K.pdf [As Published] · 132007.1259

©

JWwP

 

3.3 Bulk Water Supply Impacts

The demand from the proposed development exceeds the allocation for the subject site (68.47 ET)
and thus, a bulk water analysis is required. Table 3.1 details the augmentations for the supply
zone.

 

 

Table 3.1 Additional Capacities Required for Proposed Development
Proposed Additional Additional Additional
Reservoir Pump Station
Demand Demand
(ET) (ET) Storage Flow
(ML) (L/s)
92.08 23.61 0.039 ML 0.50 L/s

 

Analysis has been performed on the bulk water transfer infrastructure supplying the development.
This includes analysis of:

e MD demand upon Laguna and Viewland Drive Reservoirs

e MDMM demand upon the Tewantin Pump Stations

The results on the Bulk Water analysis indicate that the network performs to a satisfactory standard
for MD and MDMM flows.

 

SCANLON PROPERTY GROUP JUNE 2007
ESSENCE OF PEREGIAN, NOOSA —- WATER SUPPLY ANALYSIS REVISION 1
z:\38-water\070245-001 essence of peregian ws\water analysis\report\essence of peregian_report_rev1.doc 4