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Pre-Request Response Application 132001.210310.1
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Flood Investigation & Stormwater Quantity Management Plan BROWN
Proposed Residential Development at Doonelia Stage C -
Snutrt lfliter
A
0.000 0.000 1.999 0.557 0.000 0.000 2.556 0.000
B1
2.556 0.000 1.638 2.347 0.000 0.000 6.540 0.000
Dodonaea
6.540 0.000 0.000 0.000 0.000 0.000 6.539 0.001
B2
6.547 0.000 0.811 0.952 0.000 0.000 8.304 0.006
C1
0.000 0.000 0.569 1.344 0.000 0.000 1.913 0.000
C3
0.000 0.000 0.036 0.182 0.000 0.000 0.218 0.000
c2
0.211 0.000 0.522 1.550 0.000 0.000 2.283 0.002
TWi grush
4.195 0.000 0.000 0.000 0.000 0.000 4.195 0.000
D3
0.000 0.000 1.359 0.607 0.000 0.000 1.966 0.000
D1
0.000 0.000 0.234 0.254 12.521 0.000 13.009 0.000
D2
14.974 0.000 1.911 3.961 0.000 0.000 20.833 0.014
OUT
20.833 0.000 0.000 0.000 0.007 0.000 20.839 0.000
#####END_VOLUME_SUMMARY#########################################################################
#####START_PEAK_SUMMARY###############################################################
SUBAREA OUT_STR STREAM STREAM LOCAL LOCAL DIRECTED OUTLET_STRUCTURE
l=exist TOP BOTTOM PERVIOUS IMPERVIOUS TO BOTTOM INFLOW OUTFLOW
i ncl udi ng including
imported to imported to
TOP BOTTOM
(Discharges in m3/s)
A o 0.000 0.000 0.778 0.252 0.000 0.994 0.994
B1 o 0.994 0.792 0.653 0.990 0.000 2.239 2.239
Dodonaea 1 2.239 2.239 0.000 0.000 0.000 2.239 1.382
B2 1 1.382 1.284 0.354 0.419 0.000 1.532 1. 532
C1 o 0.000 0.000 0.261 0.583 0.000 0.844 0.844
C3 1 0.000 0.000 0.021 0.086 0.000 0.107 0.107
C2 o 0.080 0.068 0.243 0.667 0.000 0.970 0.970
TWi grush 1 1.814 1.814 0.000 0.000 0.000 1.814 1.642
D3 o 0.000 0.000 0.553 0.273 0.000 0.817 0.817
D1 0 0.000 0.000 0.119 0.118 2.901 3.100 3.100
D2 0 3.887 3.203 0.748 1.625 0.000 5.181 5.181
OUT 0 5.181 5.181 0.000 0.000 0.027 5.181 5.181
#####END_PEAK_SUMMARY#################################################################
#####START_TIME_SUMMARY#########################################################
SUBAREA OUT_STR STREAM STREAM LOCAL LOCAL DIRECTED OUTLET_STRUCTURE
l=exist TOP BOTTOM PERVIOUS IMPERVIOUS TO BOTTOM INFLOW OUTFLOW
(Times in minutes)
A o 0.0 0.0 40.0 35.0 0.0 35.0 35.0
B1 o 35.0 43.3 40.0 35.0 0.0 40.0 40.0
Dodonaea 1 40.0 40.0 0.0 0.0 0.0 40.0 56.7
B2 1 56.7 61.7 35.0 35.0 0.0 61.7 61.7
C1 o 0.0 0.0 35.0 35.0 0.0 35.0 35.0
c3 1 0.0 0.0 35.0 35.0 0.0 35.0 35.0
C2 o 25.0 40.0 35.0 35.0 0.0 35.0 35.0
TWigrush 1 35.0 35.0 0.0 0.0 0.0 35.0 38.3
03 o 0.0 0.0 40.0 35.0 0.0 35.0 35.0
01 o 0.0 0.0 35.0 35.0 38.3 38.3 38.3
D2 0 36.7 43.3 40.0 35.0 0.0 40.0 40.0
OUT 0 40.0 40.0 0.0 0.0 35.0 40.0 40.0
#####END_TIME_SUMMARY###########################################################
#####START_OUTLET_STRUCTURE_SUMMARY######################################
SUBAREA INITIAL INFLOW OUTFLOW FINAL BALANCE
STORAGE STORAGE
(volumes in thousands m3)
oodonaea 0.001 6.540 6.539 0.002 0.000
B2 0.000 8.304 8.304 0.000 0.000
c3 0.000 0.218 0.218 0.000 0.000
B09182.w-02A
[OCR of page images]
Flood Investigation & Stormwater Quantity Management Plan BROWN
Proposed Residential Development at Doonella - Stage C Smart Water
A
0.000 0.000 1.999 0.557 0.000 0.000 2.556 0.000
B1
2.556 0.000 1.638 2.347 0.000 0.000 6.540 0.000
Dodonaea
6.540 0.000 0.000 0.000 0.000 0.000 6.539 0.001
B2
6.547 0.000 0.811 0.952 0.000 0.000 8.304 0.006
cl
0.000 0.000 0.569 1.344 0.000 0.000 1.913 0.000
C3
0.000 0.000 0.036 0.182 0.000 0.000 0.218 0.000
c2
0.211 0.000 0.522 1.550 0.000 0.000 2.283 0.002
Twigrush
4.195 0.000 0.000 0.000 0.000 0.000 4.195 0.000
D3
0.000 0.000 1.359 0.607 0.000 0.000 1.966 0.000
D1
0.000 0.000 0.234 0.254 12.521 0.000 13.009 0.000
D2
14.974 0.000 1.911 3.961 0.000 0.000 20.833 0.014
OUT
20.833 0.000 0.000 0.000 0.007 0.000 20.839 0.000
#4444 END_VOLUME_SUMMARY:
##4HH#S TART_PEAK_SUMMARY3
SUBAREA OUT_STR STREAM STREAM LOCAL LOCAL DIRECTED OUTLET_STRUCTURE
1sexist TOP BOTTOM PERVIOUS IMPERVIOUS TO BOTTOM INFLOW OUTFLOW
including including
imported to imported to
TOP BOTTOM
(Discharges in m3/s)
A 0 0.000 0.000 0.778 0.252 0.000 0.994 0.994
Bl 0 0.994 0.792 0.653 0.990 0.000 2.239 2.239
Dodonaea 1 2.239 2.239 0.000 0.000 0.000 2.239 1.382
B2 L 1.382 1.284 0.354 0.419 0.000 1.532 1.532
cl 0 0.000 0.000 0.261 0.583 0.000 0.844 0.844
c3 1 0.000 0.000 0.021 0.086 0.000 0.107 0.107
c2 0 0.080 0.068 0.243 0.667 0.000 0.970 0.970
Twigrush 1 1.814 1.814 0.000 0.000 0.000 1.814 1.642
D3 0 0.000 0.000 0.553 0.273 0.000 0.817 0.817
D1 0 0.000 0.000 0.119 0.118 2.901 3.100 3.100
D2 0 3.887 3.203 0.748 1.625 0.000 5.181 5.181
OUT 0 5.181 5.181 0.000 0.000 0.027 5.181 5.181
###4##END_PEAK_SUMMARY%
#HHHHES TART_TIME_SUMMARY3
SUBAREA OUT_STR STREAM STREAM LOCAL LOCAL DIRECTED OUTLET_STRUCTURE
1=exist TOP BOTTOM PERVIOUS IMPERVIOUS TO BOTTOM INFLOW OUTFLOW
(Times in minutes)
A 0 0.0 0.0 40.0 35.0 0.0 35.0 35.0
Bl 0 35.0 43.3 40.0 35.0 0.0 40.0 40.0
Dodonaea 1 40.0 40.0 0.0 0.0 0.0 40.0 56.7
B2 £ 56.7 61.7 35.0 35.0 0.0 61.7 61.7
cL 0 0.0 0.0 35.0 35.0 0.0 35.0 35.0
c3 1 0.0 0.0 35.0 35.0 0.0 35.0 35.0
c2 0 25.0 40.0 35.0 35.0 0.0 35.0 35.0
Twigrush 1 35.0 35.0 0.0 0.0 0.0 35.0 38.3
D3 0 0.0 0.0 40.0 35.0 0.0 35.0 35.0
D1 0 0.0 0.0 35.0 35.0 38.3 38.3 38.3
D2 0 36.7 43.3 40.0 35.0 0.0 40.0 40.0
OUT 0 40.0 40.0 0.0 0.0 35.0 40.0 40.0
#4#44HHEND_TIME_SUMMARY3
#####S TART_OUTLET_STRUCTURE_SUMMAR V #44} HEHEHE EEE EE
SUBAREA INITIAL INFLOW OUTFLOW FINAL BALANCE
STORAGE STORAGE
(volumes in thousands m3)
Dodonaea 0.001 6.540 6.539 0.002 0.000
B2 0.000 8.304 8.304 0.000 0.000
c3 0.000 0.218 0.218 0.000 0.000
B09182.W-02A
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