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HomeMy WebLinkAboutSW6211001_Design Calculations (DA, Pond 1)_20211014Wayside Apartments Required Storm Volume Pond #1 Drainage Area: 300,353 sf (6.90 acres) Impervious Area: 188,578 sf (4.33 ac) Impervious: 62.8% 1 inch Storm Event: Rv = 0.05+0.009 1 Rv = runoff coefficient 1= percent impervious Rv=0.05+0.009*62.8% = 0.6152 For volume that must be controlled: Volume=3,630*Rd*Rv*A Volume = 3,630*(1 inch)*(0.615)*6.90 acres = 15,404 cf SA/DA ratio is 2.21 for a depth of 3 feet Required surface area = 6.90 ac * (.0221) = 0.152 ac or 6,621 sf Surface area provided = 12,704 sf 409 Chicago Drive, Suite 112, FayetteviIle. NC 28306 office 1 910-426-6777 fax 1 910-426-5777 On time, every time. I www.4Dsitesolut!ons.com