Loading...
HomeMy WebLinkAboutSW6211001_Design Calculations (DA, Pond 2)_20220128Wayside Apartments Required Storm Volume Pond #2 Drainage Area: 273,849 sf (6.29 acres) Impervious Area: 169,858 sf (3.90 ac) Impervious: 62.0% 1 inch Storm Event: Rv = 0.05+0.009 1 Rv = runoff coefficient 1= percent impervious Rv=0.05+0.009*62.0% = 0.608 For volume that must be controlled: Volume=3,630*Rd*Rv*A Volume = 3,630*(1 inch)*(0.608)*6.29 acres = 13,882 cf SA/DA ratio is 2.17 for a depth of 3 feet Required surface area = 6.29 ac * (0.0217) = 0.136 ac or 5,924 sf Surface area provided = 37,327 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