Original source · versioned page text
Flood Investigation & Stormwater Quantity Management Plan
Attached to the e-mail Doonella Stage C (Email 4 of 7) IDAS Forms 1 & 6 and Flood Investigation - OPW14/0197.
Plans and drawings
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Log in to see the plans as drawnFlood Investigation & Stormwater Quantity Management Plan
Proposed Residential Development at Doonella - Stage C
Dodonaea 5227.4 1098.0 5227.4 1098.0 B2
B2 5216.6 1714.4 5303.7 1180.8 D1
C1 5216.6 1214.4 5303.7 1180.8 Twigrush
C3 5220.0 1479.0 5220.0 1460.0 C2
C2 5235.1 1333.3 5304.1 1204.7 Twigrush
Twigrush 5315.0 1200.3 5315.0 1200.3 D1
D3 5364.2 911.3 5391.5 966.2 D2
D1 5318.6 1147.0 5315.0 1200.3 D2
D2 5400.6 1040.9 5322.2 1270.5 OUT
OUT 5322.2 1250.5 5322.2 1250.5 SINK
#####END_TOPOLOGY_BLOCK############|###########|###########|###########|
#####START_SURFACES_BLOCK##########|###########|###########|###########|
0.77
-99.90
A 2.42 18.0 1.80 0.10
B1 3.46 53.0 1.80 0.10
Dodonaea 0.00 0.0 1.80 0.10
B2 1.55 48.0 1.80 0.10
C1 1.61 65.0 1.80 0.10
C3 0.18 80.0 1.80 0.10
C2 1.73 70.0 1.80 0.10
Twigrush 0.00 0.0 1.80 0.10
D3 1.82 26.0 1.80 0.10
D1 0.43 46.0 1.80 0.10
D2 4.99 62.0 1.80 0.10
OUT 0.00 0.0 1.80 0.10
#####END_SURFACES_BLOCK############|###########|###########|###########|
#####START_FLOWPATHS_BLOCK#########|###########|###########|###########|
9
B1
#####ROUTING
1.00
Dodonaea
#####ROUTING
1.00
B2
#####ROUTING
1.00
C1
#####ROUTING
1.00
C2
#####ROUTING
1.00
Twigrush
#####ROUTING
1.00
D1
#####ROUTING
1.00
D2
#####ROUTING
1.00
OUT
#####ROUTING
1.00
#####END_FLOWPATHS_BLOCK###########|###########|###########|###########|
#####START_LOCAL_STRUCTURES_BLOCK##|###########|###########|###########|
0
#####END_LOCAL_STRUCTURES_BLOCK####|###########|###########|###########|
#####START_OUTLET_STRUCTURES_BLOCK#|###########|###########|###########|
4
#####START_OUTLET_STRUCTURE#1
retaining wall with culvert outlets
#####LOCATED_AT_Dodonaea
B09182.W-02A
[OCR of page images]
Flood Investigation & Stormwater Quantity Management Plan
Proposed Residential Development at Doonella - Stage C
BROWN
Smart Water
Dodonaea
B2
cl
c3
c2
Twigrush
D3
Dl
D2
OUT
#HHHHESTART_SURFACES_BLOCK #4444 | #4 dE HEA AE | SE | SH |
0.77
-99.90
A
Bl
Dodonaea
B2
cl
c3
c2
Twigrush
D3
Dl
D2
OUT
##HHHESTART_FLOWPATHS_BLOCK #444444 | #4 dE HAE AE | HEE | SH |
9
Bl
#####ROUTING
1.00
Dodonaea
#####ROUTING
1.00
B2
#####ROUTING
1.00
cl
#####ROUTING
1.00
c2
#####ROUTING
1.00
Twigrush
#####ROUTING
1.00
Dl
#####ROUTING
1.00
D2
#####ROUTING
1.00
OUT
#####ROUTING
1.00
##HHAHEND_FLOWPATHS_BLOCK #44 | fd HEE AE | HE | SH |
#####START_LOCAL_STRUCTURES_BLOCK## | #4444444 4 44 | JHB | SHH |
0
#####END_LOCAL_STRUCTURES_BLOCK#### | #4444444 #4 | JHE | SHAH |
#####START_OUTLET_STRUCTURES_BLOCK# | #4444 #4444 | SHEE | JHA |
4
#####START_OUTLET_STRUCTURE#L
retaining wall with culvert outlets
5227.
5216.
5216.
5220.
5235.
5315.
5364.
5318.
5400.
5322.
BROROCHRORROWN
0.
DANOHOAAA
2
+42
+46
-00
~55
+61
-18
73
-00
+82
+43
.99
00
#####LOCATED_AT_Dodonaea
1098.
1714.
1214.
1479.
1333.
1200.
911
1147.
1040.
1250.
##HH#HEND_TOPOLOGY_BLOCK #44 EEE | JAE HEE AE | SE | SHH |
18.
53.
0.
48.
65.
80.
70.
0
26
46.
62.
0.
##HHHEND_SURFACES_BLOCK #4} | JAE HEE A | HE | SH |
COWWWORHKRO
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5
0
5227.
5303.
5303.
5220.
5304.
5315.
5391.
5315.
5322.
5322.
BPRPRPRPRPRPRPRBRPEBB
1.
NOUDHONNA
2
-80
-80
-80
-80
-80
-80
-80
-80
-80
-80
-80
80
1098.
1180.
1180.
1460.
1204.
1200.
966.
1200.
1270.
1250.
coooeooe oC oC Se
0.
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5
-10
-10
-10
-10
-10
-10
-10
-10
-10
-10
-10
10
B2
D1
Twigrush
c2
Twigrush
D1
D2
D2
OUT
SINK
B09182.W-02A
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