48 001 STORMWATER REPORT 20240823 Sealed

8 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2024 Wednesday, 06 / 5 / 2024 Hyd. No. 6 CHAMBERS Hydrograph type Storm frequency Time interval Inflow hyd. No. Reservoir name = Reservoir = 2 yrs = 1 min = 2 - BASIN 1 = CHAMBERS Peak discharge Time to peak Hyd. volume Max. Elevation Max. Storage = 0.500 cfs = 726 min = 2,349 cuft = 100.77 ft = 455 cuft Storage Indication method used. CHAMBERS Q (cfs) Q (cfs) Hyd. No. 6 -- 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. 6 360 480 600 Hyd No. 2 720 840 960 1080 1200 1320 Total storage used = 455 cuft 1440 1560 0.00 Time (min)