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KM C368-20190529111045 · the hydraulic analysis predicted average flows of 1.22 MGD, and peak flows of 3.59 MGD (peaking factor of 3.0). The predicted average flow of 1.22 MGD is

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Page 1: KM C368-20190529111045 · the hydraulic analysis predicted average flows of 1.22 MGD, and peak flows of 3.59 MGD (peaking factor of 3.0). The predicted average flow of 1.22 MGD is

Page 2: KM C368-20190529111045 · the hydraulic analysis predicted average flows of 1.22 MGD, and peak flows of 3.59 MGD (peaking factor of 3.0). The predicted average flow of 1.22 MGD is

Page 3: KM C368-20190529111045 · the hydraulic analysis predicted average flows of 1.22 MGD, and peak flows of 3.59 MGD (peaking factor of 3.0). The predicted average flow of 1.22 MGD is

Page 4: KM C368-20190529111045 · the hydraulic analysis predicted average flows of 1.22 MGD, and peak flows of 3.59 MGD (peaking factor of 3.0). The predicted average flow of 1.22 MGD is

Page 5: KM C368-20190529111045 · the hydraulic analysis predicted average flows of 1.22 MGD, and peak flows of 3.59 MGD (peaking factor of 3.0). The predicted average flow of 1.22 MGD is

Page 6: KM C368-20190529111045 · the hydraulic analysis predicted average flows of 1.22 MGD, and peak flows of 3.59 MGD (peaking factor of 3.0). The predicted average flow of 1.22 MGD is

Page 7: KM C368-20190529111045 · the hydraulic analysis predicted average flows of 1.22 MGD, and peak flows of 3.59 MGD (peaking factor of 3.0). The predicted average flow of 1.22 MGD is

Page 8: KM C368-20190529111045 · the hydraulic analysis predicted average flows of 1.22 MGD, and peak flows of 3.59 MGD (peaking factor of 3.0). The predicted average flow of 1.22 MGD is

Page 9: KM C368-20190529111045 · the hydraulic analysis predicted average flows of 1.22 MGD, and peak flows of 3.59 MGD (peaking factor of 3.0). The predicted average flow of 1.22 MGD is

Page 10: KM C368-20190529111045 · the hydraulic analysis predicted average flows of 1.22 MGD, and peak flows of 3.59 MGD (peaking factor of 3.0). The predicted average flow of 1.22 MGD is

Page 11: KM C368-20190529111045 · the hydraulic analysis predicted average flows of 1.22 MGD, and peak flows of 3.59 MGD (peaking factor of 3.0). The predicted average flow of 1.22 MGD is

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