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8. Volume 5 - Stormwater Management Plan
Attached to the e-mail MCU16/0084 & OPW16/0157 Development Application - Traffic Impact Assessment & Stormwater Management Plan (email 3 of 3).
Plans and drawings
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Log in to see the plans as drawn L&R Job No.: B16239
Project Name: 140-142 Eumundi-Noosa Road, Noosaville
Date: 22/06/2016
Flow Calcs
1
Storm fi I10 tc I Atotal Q
ID Fy C10 C
Event
% mm/hr min mm/hr ha m3/s L/s
Pre Development
1 41.0 72.3 0.80 0.78 0.62 6 121.0 0.2428 0.051 51
2 41.0 72.3 0.85 0.78 0.66 6 154.0 0.2428 0.069 69
5 41.0 72.3 0.95 0.78 0.74 6 189.0 0.2428 0.095 95
10 41.0 72.3 1.00 0.78 0.78 6 210.0 0.2428 0.111 111
20 41.0 72.3 1.05 0.78 0.82 6 238.0 0.2428 0.132 132
50 41.0 72.3 1.15 0.78 0.90 6 275.0 0.2428 0.167 167
100 41.0 72.3 1.20 0.78 0.94 6 302.0 0.2428 0.191 191
Post Development
1 92.0 66.7 0.80 0.88 0.70 5 129.0 0.2428 0.061 61
2 92.0 66.7 0.85 0.88 0.75 5 164.0 0.2428 0.083 83
5 92.0 66.7 0.95 0.88 0.84 5 202.0 0.2428 0.114 114
10 92.0 66.7 1.00 0.88 0.88 5 223.0 0.2428 0.132 132
20 92.0 66.7 1.05 0.88 0.92 5 253.0 0.2428 0.158 158
50 92.0 66.7 1.15 0.88 1.00 5 291.0 0.2428 0.196 196
100 92.0 66.7 1.20 0.88 1.00 5 321.0 0.2428 0.216 216
Page 1 of 1
[OCR of page images]
L&R Job No.: B16239
Project Name: 140-142 Eumundi-Noosa Road, Noosaville
Date: 22/06/2016
Flow Calcs
1
ID nom f; ho Fy Cro c tc I Avotai
% | mm/hr min | mm/hr ha m?/s Lis
Pre Development
1 41.0 72.3 0.80] 0.78] 0.62 6] 121.0 0.2428] 0.051 51
2 41.0 72.3 0.85] 0.78] 0.66 6} 154.0 0.2428] 0.069 69
5 41.0 72.3 0.95] 0.78] 0.74 6] 189.0 0.2428] 0.095 95
10 41.0 72.3 1.00} 0.78} 0.78 6] 210.0 0.2428] 0.111 111
20 41.0 72.3 1.05] 0.78] 0.82 6] 238.0 0.2428] 0.132 132
50 41.0 72.3 1.15] 0.78] 0.90 6] 275.0 0.2428] 0.167 167
100 41.0 72.3 1.20] 0.78] 0.94 6} 302.0 0.2428] 0.191 191
Post Development
1 92.0 66.7 0.80] 0.88] _0.70 5] 129.0 0.2428] 0.061 61
2 92.0 66.7 0.85} 0.88] 0.75 5} 164.0 0.2428] 0.083 83
5 92.0 66.7 0.95} 0.88] 0.84 5] 202.0 0.2428] 0.114 114
10 92.0 66.7 1.00] 0.88] 0.88 5] 223.0 0.2428] 0.132 132
20 92.0 66.7 1.05] 0.88] 0.92 5} 253.0 0.2428] 0.158 158)
50 92.0 66.7 1.15] 0.88] 1.00 5] 291.0 0.2428] 0.196 196
100 92.0 66.7 1.20] 0.88] 1.00 5] 321.0 0.2428] 0.216 216
Page 1 of 1
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