48 001 STORMWATER REPORT 20240823 Sealed

10 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2024 Wednesday, 06 / 5 / 2024 Hyd. No. 7 TOTAL POST Hydrograph type Storm frequency Time interval Inflow hyds. = Combine = 2 yrs = 1 min = 5, 6 Peak discharge Time to peak Hyd. volume Contrib. drain. area = 0.546 cfs = 726 min = 2,542 cuft = 0.000 ac TOTAL POST Q (cfs) Q (cfs) Hyd. No. 7 -- 2 Year 1.00 1.00 0.90 0.90 0.80 0.80 0.70 0.70 0.60 0.60 0.50 0.50 0.40 0.40 0.30 0.30 0.20 0.20 0.10 0.10 0.00 0 120 240 Hyd No. 7 360 480 600 Hyd No. 5 720 840 960 Hyd No. 6 1080 1200 1320 1440 1560 0.00 Time (min)