Council archive · source document
G Engineering Report And Plans · 132007.2398
Attached to the e-mail 132007.2398.02 Request to change existing approval (2 of 3) Engineering report & plans, Stormwater Plan.
Plans and drawings: the text below has words only, no drawings.
Very large file (10.6 MB): may take a few minutes to open.
CALIBRE CONSULTING
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
O8 Backflow devices or similar systems ensure water S8.1 A suitable backflow prevention device is installed to If required, suitable backflow prevention devices will be
reuse facilities have no impact on the quality of the town protect the potable water within the reticulation water supply installed in appropriate locations of the potable water supply.
mains water. in accordance with AS/NZS 3500:2003 Plumbing and
Drainage.
Use of Natural Treatments and Systems
O9 Natural treatment strategies, including grass swales No solution provided Refer to the Concept Stormwater Quality Management
and bio-retention systems, vegetated filtration strips and Report No. B14158.W -01A undertaken by Calibre
gross pollutant traps are used where practicable; Consulting dated December 2014. Bioretention Basins,
AND Constructed Wetlands and Water Quality Control Ponds have
been incorporated into the treatment train.
O10 Within the Shire Business Centre as shown on Map No solution provided. N/A
SBC, where necessary, drainage lines are ecologically
enhanced to ensure that the water quality polishing
functions are of high standard.
Table 7-7: Division 20: Water Supply and Sewerage Reticulation Code
Table 14-59 Water Supply
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
14.1164 Design and Construction (Water)
O1 Water Supply Infrastructure S1.1 Water supply infrastructure is designed in accordance A water supply analysis has been undertaken by others.
with Section 3 of PSP 6 – Engineering Design Standards – The results of the study indicate that sufficient capacity is
(a) Meets the needs of the users;
Water and Sewerage and As Constructed data submitted in available for the proposed development.
accordance with Section 7 of PSP 6 – Engineering Design
Standards – Water and Sewerage.
B14158.W | COOROY RETIREMENT COMMUNITY | PALM LAKE RESORTS CIVIL ENGINEERING REPORT | 34
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