Supporting Documentation · Feb 1, 2023
2022 08 Drainage Report
03dc830dad837ba851c1965f71e284e693db9e5783123063d42d4e9c3b805bf9Indexed text · page 97
Show all pagesNOAA 24-hr D 10-Year Rainfall=5.22" Printed 8/5/2022 Summary for Link 2L: Mt. Pleasant Ave. 3.709 ac, 11.17% Impervious, Inflow Depth= 1.46" for 10-Year event 249cfs@ 12.18 hrs, Volume= 0.450 af 2.49 cfs @ 12.18 hrs, Volume= 0.450 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 2L: Mt. Pleasant Ave. Hydrograph Inflow Area=3.709 ac Flow (cf) 2°40 B HOME WTO a0 az 04 26 289032. 96 98 4042444048 2002 6s 0 6 0 62 OS 8 087072 imo (hours) 2022-07-28 Proposed Hydrology Prepared by Dynamic Engineering HydroCAD® 10.20-24 sin 08640 ©2021 Hi Inflow Elevation (cfs) (feet) NOAA 24-hr D 10-Year Rainfall=5.22" Printed 9/5/2022 Page 1 Hydrograph for Link 2L: Mt. Pleasant Ave. Primary Time Inflow Elevation Primary hours) (cfs) (feet) (fs) 52.00 0,00 0.00 0.00 53.00 0.00 0.00 9.00 54,00 0.00 0.00 0.00 55.00 0.00 0.00 0.00 56.00 0.00 0.00 0.00 57.00 0.00 0.00 0.00 58.00 0.00 0.00 0.00 59.00 0.00 0.00 0.00 60,00 0.00 0.00 0.00 61.00 0.00 0.00 0.00 62.00 0.00 0.00 0.00 63.00 0.00, 0.00 0.00 64.00 0.00 0.00 9.00 65,00 0.00 9.00 9.00 66.00 0.00 9.00 0.00 67.00 0.00 0.00 0.00 68.00 0.00 0.00 9.00 69.00 0.00 0.00 0.00 70.00 0.00 0.00 0.00 71.00 0.00 0.00 0.00 72.00 0.00 0.00 0.00
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