Council archive · source document
H Swqmp · 132007.2398
Attached to the e-mail 132007.2398.02 Request to change existing approval (2 of 3) Engineering report & plans, Stormwater Plan.
CALIBRE CONSULTING
3 CONCEPT BASIN DESIGN
Brown Consulting previously provided a Concept Stormwater Management Report in 2008 (Report No. B07056-02A
dated June 2008) which analysed catchment hydrology, flood investigation, culvert capacities, detention basin modelling,
stormwater quality modelling and water balance modelling. This report (Report No. B14158.W-01A) however only
considers stormwater quality. The previous report proposed three detention basins with stormwater quality measures.
Locations and general sizing of basins will remain consistent in the updated strategy.
Incorporated into each of the basins are stormwater quality measures that will form part of the water quality treatment
train for the site. Flows leaving the basins will discharge offsite to the downstream drainage system.
Concept basin designs in this report has also adopted preliminary detention areas and detention storage provided from
the previous report (No. B07056-02A) and incorporated in the concept designs of the stormwater quality systems. Refer
to Table 3-1 below.
Table 3-1: Stormwater Detention Basin Concept Details
Previous Report: Current Report:
B07056-02A B14158.W-01A
Basin Basin Details (June 2008) (December 2012)
Northern Basin Detention Storage m3 1330m3 1360m3
Min. Detention Level RL98.40m RL 99.4m
Embankment Level RL100.30m RL101.30m
2 2
Detention Area m 1290m 1390m2
Central Basin Detention Storage m3 1940m3 1980m3
Min. Detention Level RL 99.60m RL 99.6
Embankment Level RL101.00m RL101.00m
2 2
Detention Area m 2200m 2810m2
Southern Basin Detention Storage m3 2135 m3 2240 m3
Min. Detention Level RL101.50m RL101.5m
Embankment Level RL103.00m RL103.00m
2 2
Detention Area m 2630m 2470m2
1
– Basins have been preliminary sized for 1 to 100 year ARI events.
B14158.W-01A | COOROY RETIREMENT COMMUNITY| PALM LAKE RESORTS |4
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