21 Stormwater Mgmt Report_082025

Storm Sewer Tabulation Page 1 [Station Len |DrngArea —_|Rnoff | Area x C Te Rain |Total |Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff flow full Line |To Incr Total Incr {Total |intet |syst Size |Slope |Dn Up Dn Up Dn Up Line «ft) fac) |(ac) (C) min) |(min) |{in/hr) (cfs) (cfs) |(ft/s) fin) (%) Aft) «ft) «ft) ft) (ft) (ft) 1 | End |66.121/0.00 |0.00 | 0.00 |0.00 |0.00 |o.0 |411.5 | 0.0 |163 | 4.13 | 3.21 | 15 | 0.41 | 364.15 | 364.42 | 364.66 | 365.00 | 367.37 | 368.25 |SD-3 2 |1 191.7760.00 | 0.00 | 0.00 |0.00 Jo.00 | 10.0 }104 | 0.0 |1.63 | 4.07 | 292 | 15 | 0.40 | 364.42 | 365.18 | 365.11 | 365.69 | 368.25 | 368.44 | SD-2 3 | 2 |61.000/0.00 /0.00 | 0.00 |0.00 Jo.00 | 10.0 |100 |o0 |1.49 | 4.13 | 255 | 15 | 0.41 | 365.18 |365.43 | 365.88 | 365.97 | 368.44 | 368.32 | SD-1 Project File: West Orange Storm - Rev 0.stm Number of lines: 3 Run Date: 8/5/202! 5 NOTES:Intensity = 182.59 / (Inlet time + 19.10) “0.99; Return period =Yrs. 25 ; c= cir e=ellip b= box Storm Sewers v2024.00