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Pre-Request Response Application 132001.210310.1
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r----~
Flood Investigation & Stormwater Quantity Management Plan BROWN
S~lfitlrr
Proposed Residential Development at Doonella -
Stage C
8.000 0.249 0.100
8.200 0.367 0.170
8.250 0.396 0.180
8.400 0.485 0.210
8.500 0.545 0.230
8.750 0.694 0.270
9.000 0.845 0.310
9.100 0.906 0.520
9.250 0.998 0.950
9.300 1.029 1.020
9.500 1.153 1.980
7.50
0.00
1.00
#####END_BASIN_DETAILS
#####END_OUTLET_STRUCTURE#3
#####START_OUTLET_STRUCTURE#4
diversion of flows higher than minor design storm
#####LOCATED-AT_C3
#####H_S_Q
#####START_OUTLET_DETAILS
2
#####HSQ
1.00 0.00
#####DIRECTED_TO_C2
TOP
0.00
#####HSQ
1.00 0.00
#####DIRECTED_TO_OUT
BOTTOM
0.00
#####END_OUTLET_DETAILS
#####START_BASIN_DETAILS
4
0.000 0.000 0.000 0.000
1.000 0.000 0.080 0.000
2.000 0.000 0.080 0.080
3.000 0.000 0.080 10.000
0.00
0.00
1.00
#####ENO_BASIN_DETAILS
#####END_OUTLET_STRUCTURE#4
#####END_OUTLET_STRUCTURES_8LOCK###I###########I###########I###########1
#####START_5TORM_BLOCK#############I###########I###########I###########1
18
#####START_STORM#l
2 Year ARI 60 Mins Duration DESIGN STORM
2.00
2.00
#####START_DESIGN_RAIN
2 60 1.00
IFD_COEFFS_IN_THIS_FILE
1
Q_8eckmans 3UNKNOWN 0.00 0.00 27.00 52.03 10.34 3.46
93.95 24.00 8.66 4.40 17.60 0.11 1400.00 25 0.87 (-
26.41,153.03)
#####END_DESIGN_RAIN
#####START_CALC_RAINGAUGE_WEIGHTS
#####END_CALC_RAINGAUGE_WEIGHTS
#####START_LOSS_RATES
A 25.00 2.50 1.00
B1 25.00 2.50 1.00
Dodonaea 25.00 2.50 1.00
B2 25.00 2.50 1.00
C1 25.00 2.50 1.00
C3 25.00 2.50 1.00
C2 25.00 2.50 1.00
TWigrush 25.00 2.50 1.00
03 25.00 2.50 1.00
B09182.w-02A
[OCR of page images]
Flood Investigation & Stormwater Quantity Management Plan
Proposed Residential Development at Doonella - Stage C
BROWN
Smart Water
8.000 0.249 0
8.200 0.367 0
8.250 0.396 0
8.400 0.485 0
8.500 0.545 0
8.750 0.694 0
9.000 0.845 0
9.100 0.906 0
9.250 0.998 0
9.300 1.029 1
9.500 1,153 iL
7.50
0.00
1.00
##HHHIEND_BASIN_DETAILS
#####END_OUTLET_STRUCTURE#3
#HEHHEES TART_OUTLET_STRUCTURE#4
+100
-170
-180
-210
+230
+270
.310
+520
«950
+020
+980
diversion of flows higher than minor design storm
###HHLOCATED_AT_C3
#HHHHH_S_Q
#HEHHESTART_OUTLET_DETAILS
2
JHHHHSQ
1.00 0.00
#HHHDIRECTED_TO_C2
TOP
0.00
#HHHHHSQ
1.00 0.00
##444DIRECTED_TO_OUT
BOTTOM
0.00
####4END_OUTLET_DETAILS
#H4HHESTART_BASIN_DETAILS
4
0.000 0.000 0.
1.000 0.000 0.
2.000 0.000 0.
3.000 0.000 0.
0.00
0.00
1.00
#4444END_BASIN_DETAILS
##44#END_OUTLET_STRUCTURE#4
000
080
080
080
0.000
0.000
0.080
10.000
#####END_OUTLET_STRUCTURES_BLOCK##4+# | ##4}#HHHHHH | ##HHHHHHHHH | HAHAHAHA |
#H4HESTART_STORM_BLOCK:
18
#HHHS TART_STORM#L
2 Year ARI 60 Mins Duration DESIGN STORM
2.00
2.00
###H#HSTART_DESIGN_RAIN
2 60 1.00
IFD_COEFFS_IN_THIS_FILE
1
Q_Beckmans 3UNKNOWN
93.95 24.00 8.66
26.41,153.03)
##4##4END_DESIGN_RAIN
#HHHEES TART_CALC_RAINGAUGE_WEIGHTS
#4HHEND_CALC_RAINGAUGE_WEIGHTS
dHEFHHSTART_LOSS_RATES.
A 25.00 2
B1 25.00 2
Dodonaea 25.00 2
B2 25.00 2
cl 25.00 2
C3 25.00 2
c2 25.00 2
Twigrush 25.00 2
D3 25.00 2
+50
-50
«50
+50
+50
+50
-50
-50
.50
4.40
PRPPRPRPRPRBERB
00 0.00
17.60
-00
-00
-00
-00
00
-00
.00
.00
-00
0.11
27.00
1400.00
52.03
3.46
0.87 (-
B09182.W-02A
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