Supporting Documentation · Jun 15, 2022
2022 10 Drainage Statement Signed
8a5378b121c9d87088e703dfb5956ed3d9e87a7ba9636de8cdd33def16f03d46Indexed text · page 37
Show all pages14 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.1 Monday, Oct 24, 2022 Hyd. No. 5 Proposed Site (Impervious) Hydrograph type = SCS Runoff Peak discharge = 3.761 cfs Storm frequency = 10 yrs Time to peak = 724 min Time interval = 1 min Hyd. volume = 12,888 cuft Drainage area = 0.760 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 2.00 min Total precip. = 5.22 in Distribution = Custom Storm duration = NOAA Atlas 14 Type-D.cds Shape factor = 484 Proposed Site (Impervious) Q (cfs) Q (cfs) Hyd. No. 5 -- 10 Year 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 Time (min) Hyd No. 5
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