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Attachment 4 - Stormwater Managment Plan
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Log in to see the plans as drawnSQIDEP Evaluation SPEL Basin, Sippy Downs
Table 2 Comparison of Concentrations and Antecedent Conditions
Antecedent
TSS TN
Dry Period TP (mg/L)
(mg/L) (mg/L)
Date (Hrs)
13/06/2017 13 107.00 0.16 2.30
SHORT ADWP (<24Hrs)
7/07/2017 11 256.00 0.55 8.90
8/07/2017 11 196.00 0.24 2.30
23/09/2017 11 142.00 0.24 3.00
3/10/2017 11 72.00 0.08 0.70
21/11/2017 13 61.00 0.04 0.40
22/11/2017 11 22.00 0.04 0.10
29/11/2017 11 34.00 0.04 0.10
AVERAGE 111.25 0.17 2.23
29/03/2017 14 42.00 0.04 0.40
MEDIUM
<100Hrs)
(>24Hrs,
ADWP
12/11/2017 37 176.00 0.15 0.70
4/03/2017 51 30.00 0.04 0.50
AVERAGE 82.67 0.08 0.53
14/03/2017 267 25.00 0.03 0.20
LONG ADWP (>100Hrs)
20/03/2017 146 1130.00 1.00 7.30
18/05/2017 242 134.00 0.11 1.40
5/07/2017 336 122.00 0.08 0.90
1/11/2017 123 137.00 0.13 1.40
25/12/2017 254 16.00 0.05 0.70
31/12/2017 121 41.00 0.05 0.70
18/04/2018 264 46.00 0.03 0.50
AVERAGE 206.38 0.19 1.64
The catchment condition has also been considered for any correlations to reported data. As
can be seen in the background information some adjacent catchment development was
occurring in the early parts of the testing period (Error! Reference source not found.).
Reviewing the data it can be seen that in general the TSS loadings are higher in the first 6
months of the testing period, with the catchment settling down after this period. There could
be some correlation with the vegetation growth within the system, however an establishment
chronology is not given and could not be assessed. Certainly, the vegetation is well
established by June 2017 (Figure 3).
We note that the Evaluators have not been given any recent photographs of the installation
and the health and robustness of the vegetation in the device approximately 3 years after
commission is unknown.
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