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Attachment 6 - Stormwater Management Plan and Engineering Response. · MCU23/0078
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Table 21: XP Storm Existing and Developed Mitigated Peak Discharge Comparison – Lot 3 (m3/sec)
ARI (Years) Existing Critical Discharge Developed Critical Discharge Discharge Difference
1 0.104 0.102 -0.002
2 0.139 0.132 -0.007
5 0.255 0.220 -0.035
10 0.341 0.327 -0.014
20 0.433 0.373 -0.060
50 0.548 0.481 -0.067
100 0.648 0.628 -0.020
Table 22: XP Storm Existing and Developed Mitigated Peak Discharge Comparison – Lot 7 (North) (m3/sec)
ARI (Years) Existing Critical Discharge Developed Critical Discharge Discharge Difference
1 0.014 0.013 -0.001
2 0.019 0.015 -0.004
5 0.035 0.019 -0.016
10 0.047 0.025 -0.022
20 0.059 0.035 -0.024
50 0.073 0.053 -0.020
100 0.086 0.082 -0.004
Table 23: XP Storm Existing and Developed Mitigated Peak Discharge Comparison – Lot 7 (South) (m3/sec)
ARI (Years) Existing Critical Discharge Developed Critical Discharge Discharge Difference
1 0.017 0.017 0.000
2 0.023 0.018 -0.005
5 0.042 0.023 -0.019
10 0.056 0.036 -0.020
20 0.071 0.047 -0.024
50 0.087 0.065 -0.022
100 0.102 0.098 -0.004
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