Council archive · source document
Storm Water management plan · MCU12/0133.03
Plans and drawings: the text below has words only, no drawings.
Noosa Council documents
Bligh Tanner Consulting Engineers
Noosa Flexi Learning Centre Stormwater Management Plan
August 2012
Extended detention depth (m) 0m
2
Filter area (m ) 92.5 m²
Unlined filter media perimeter (m) n/a
Saturated hydraulic conductivity (mm/hour). This should 180 mm/hr
be modelled once at 50 mm/hr and once at 200mm/hr.
Report as “50/200”
Filter depth (m) 0.2
Overflow weir width (m) 20 m
Exfiltration rate (mm/hr) 180 mm/hr
If an exfiltration rate has been used, have node water n/a
balance losses been used in calculation of treatment
train effectiveness? (Y / N / N/A)
If exfiltration rate has been used, is the exfiltration rate Y
justified (Y / N / N/A)
Confirmation that K and C* remain default? (Y/N) Y
Table B13 Stormwater quality modelling results reporting table
Catchm Pollutant Inflows Outflow Reduction Reduction Water
ent ID (kg/yr) s (kg/yr) (kg/yr) achieved Quality
(%) Objective
(%)
TOTAL TSS 330 145 185 56% n/a
TP 0.79 0.22 0.58 73% n/a
TN 7.3 1.9 5.5 74% n/a
Print Date: 2 March 2020, 2:19 PM
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