Skip to the record
The gold standard in government transparency.

Council archive · source document

Pre-Request Response Application 132001.210310.1

of 54

Text shows just the words. Original shows the document exactly as it was published.

Check the original when the exact wording matters.

Very large file (35.1 MB): the whole original can take several minutes to open, especially on a phone. Text is quick to read.

Flood Investigation & Stormwater Quantity Management Plan                      BROWN
                                                                                s",.,.,lfi#r
Proposed Residential Development at Doonella Stage C
                                            -




oodonaea           5227.4       1098.0       5227.4         1098.0 B2
B2                 5216.6       1714.4       5303.7         1180.8 01
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 TWi grush

TWigrush           5315.0       1200.3       5315.0         1200.3 01
03                 5364.2        911.3       5391.5          966.2 02
01                 5318.6       1147.0       5315.0         1200.3 02
02                 5400.6       1040.9       5322.2         1270.5 OUT

OUT                5322.2       1250.5       5322.2         1250.5 SINK
#####ENO_TOPOLOGY_BLOCK############I ########### 1###########1###########1



#####START_SURFACES_BLOCK##########I ########### 1###########1###########1
           0.77
      -99.90
A                    2.42         18.0          1.80          0.10

B1                   3.46         53.0          1.80          0.10
oodonaea             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
03                   1.82         26.0          1.80          0.10

01                   0.43         46.0          1.80          0.10
02                   4.99         62.0          1.80          0.10

OUT                  0.00          0.0          1.80          0.10

#####ENO_SURFACES_BLOCK############I###########I###########1###########1



#####START_FLOWPATHS_BLOCK#########I###########I###########I###########1
             9
B1
#####ROUTING
           1.00
oodonaea
#####ROUTING
           1.00

B2

#####ROUTING
           1.00
C1
#####ROUTING
           1.00
C2
#####ROUTING
           1.00

TWigrush
#####ROUTING
           1.00
01
#####ROUTING
           1.00
02
#####ROUTING
           1.00
OUT

#####ROUTING
           1.00
#####ENO_FLOWPATHS_BLOCK###########1 ########### 1########### 1###########1




#####START_LOCAL_STRUCTURES_BLOCK##I ########### 1###########1###########1
             o
#####ENO_LOCAL_STRUCTURES_BLOCK####1 ########### 1###########1###########1




#####START_OUTLET_STRUCTURES_BLOCK#1 ########### 1###########1###########1
             4

#####START_OUTLET_STRUCTURE#l
retaining wall with culvert outlets
#####LOCATEO_AT_Oodonaea


B09182.W-02A


[OCR of page images]
 

Flood Investigation & Stormwater Quantity Management Plan BROWN

 

Proposed Residential Development at Doonella - Stage C Smart Water
Dodonaea 5227.4 1098.0 5227.4 1098.0 B2
B2 5216.6 1714.4 5303.7 1180.8 D1
a 5216.6 1214.4 5303.7 1180.8 Twigrush
3 5220.0 1479.0 5220.0 1460.0 2
2 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
pl 5318.6 1147.0 5315.0 1200.3 2
p2 5400.6 1040.9 5322.2 1270.5 ouT
out 5322.2 1250.5 5322.2 1250.5 SINK

| | |

 

#####END_TOPOLOGY_BLOCK:

 

##4##4#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
cl 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:

 

##4##4#START_FLOWPATHS_BLOCK: |
9
B1
‘#4EROUTING
1.00
Dodonaea
| #4HHFROUTING
1.00
B2
##HROUTING
| 1.00
c1
‘##44ROUTING
1.00

 

c2
##HHHEROUTING
1.00
Twigrush
###HHROUTING
1.00
D1
#HAHHROUTING
1.00
D2
#HHHFROUTING
1.00
OUT
#HAHHROUTING
1.00
#4HHEHEND_FLOWPATHS_BLOCK: | |

 

#####START_LOCAL_STRUCTURES_BLOCK### | ###HHAHHHHH | dHHHEHHHHHE | HHA |
0
#4HHHEND_LOCAL_STRUCTURES_BLOCK###### | #HEHHHAHHHET | HEHEHE? | HAHAHAHA |

#####START_OUTLET_STRUCTURES_BLOCK¢ | ##HHHAHHHHH | dHHHHHBAHHHE | HABA |
4

#HHHHS TART_OUTLET_STRUCTURE#1

retaining wall with culvert outlets

##4##4LOCATED_AT_Dodonaea

 

B09182.W-02A

 

Used in these records

About this file

File size
35.1 MB (very large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Pre-Request Response Application 132001.210310.1.pdf · 35.1 MB (very large file)

The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.