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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.

of 43

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Flood Investigation & Stormwater Quantity Management Plan
Proposed Residential Development at Doonella - Stage C

#####H_S_Q
#####START_OUTLET_DETAILS
            1
#####HSQ
         1.00        0.00
#####DIRECTED_TO_B2
TOP
         0.00
#####END_OUTLET_DETAILS
#####START_BASIN_DETAILS
           17
        9.000       0.000       0.000
        9.250       0.001       0.000
        9.300       0.002       0.000
        9.500       0.010       0.050
        9.750       0.036       0.180
       10.000       0.090       0.300
       10.250       0.172       0.360
       10.500       0.286       0.420
       10.750       0.434       0.470
       11.000       0.624       0.520
       11.250       0.863       0.570
       11.500       1.165       0.610
       11.750       1.538       0.660
       11.930       1.854       0.690
       12.000       1.988       0.850
       12.100       2.192       1.300
       12.250       2.522       2.720
         9.20
         0.00
         1.00
#####END_BASIN_DETAILS
#####END_OUTLET_STRUCTURE#1
#####START_OUTLET_STRUCTURE#2
diversion only
#####LOCATED_AT_B2
#####H_S_Q
#####START_OUTLET_DETAILS
            1
#####HSQ
         1.00        0.00
#####DIRECTED_TO_D1
BOTTOM
         0.00
#####END_OUTLET_DETAILS
#####START_BASIN_DETAILS
            4
        0.000       0.000       0.000
        1.000       0.000       1.000
        2.000       0.000      10.000
        3.000       0.000     100.000
         0.00
         0.00
         1.00
#####END_BASIN_DETAILS
#####END_OUTLET_STRUCTURE#2
#####START_OUTLET_STRUCTURE#3
within the bio basin
#####LOCATED_AT_Twigrush
#####H_S_Q
#####START_OUTLET_DETAILS
            1
#####HSQ
         1.00        0.00
#####DIRECTED_TO_D1
BOTTOM
         0.00
#####END_OUTLET_DETAILS
#####START_BASIN_DETAILS
           14
        7.500       0.000       0.000
        7.750       0.117       0.030
        7.900       0.193       0.060


B09182.W-02A


[OCR of page images]
Flood Investigation & Stormwater Quantity Management Plan BROWN

 

Proposed Residential Development at Doonella - Stage C Smart Water
HHHHHH_S_Q
#####START_OUTLET_DETAILS
1

HHHHHHSQ

1.00 0.00
#####DIRECTED_TO_B2
TOP

0.00

#####END_OUTLET_DETAILS
#####START_BASIN_DETAILS

17
9.000 0.000 0.000
9.250 0.001 0.000
9.300 0.002 0.000
9.500 0.010 0.050
9.750 0.036 0.180
10.000 0.090 0.300
10.250 0.172 0.360
10.500 0.286 0.420
10.750 0.434 0.470
11.000 0.624 0.520
11.250 0.863 0.570
11.500 1.165 0.610
11.750 1.538 0.660
11.930 1.854 0.690
12.000 1.988 0.850
12.100 2.192 1.300
12.250 2.522 2.720
9.20
0.00
1.00
#####END_BASIN_DETAILS
#####END_OUTLET_STRUCTURE#L
#####START_OUTLET_STRUCTURE#2
diversion only
###4#LOCATED_AT_B2
#H#HHHH_S_Q
#####START_OUTLET_DETAILS
1
#HHHEHSQ
1.00 0.00
#####DIRECTED_TO_D1
BOTTOM
0.00
#####END_OUTLET_DETAILS
#####START_BASIN_DETAILS
4
0.000 0.000 0.000
1.000 0.000 1.000
2.000 0.000 10.000
3.000 0.000 100.000
0.00
0.00
1.00
#####END_BASIN_DETAILS
#####END_OUTLET_STRUCTURE#2
#####START_OUTLET_STRUCTURE#3
within the bio basin
###4#LOCATED_AT_Twigrush
#H#HHHH_S_Q
#####START_OUTLET_DETAILS
1
#HHHEHSQ
1.00 0.00
#####DIRECTED_TO_D1
BOTTOM
0.00
#####END_OUTLET_DETAILS
#####START_BASIN_DETAILS
14
7.500 0.000 0.000
7.750 0.117 0.030
7.900 0.193 0.060

 

B09182.W-02A
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