Supporting Documentation · Aug 15, 2024
J_2024 05 09_West Orange Stormwater Management Plan
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c30154c5b2e926fb3bf094c58f5df7b46c6e758698d66ce7ef1e45733c103a5eIndexed text · page 358
Show all pagesPost-Developed (O-1A) West Orange HydroCAD_Post NOAA 24-hr D 2-Year_Future Rainfall=4.07", P2=4.07" Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Printed 5/13/2024 Page 85 Total Runoff Area = 1.409 ac Runoff Volume = 0.201 af Average Runoff Depth = 1.71" 97.80% Pervious = 1.378 ac 2.20% Impervious = 0.031 ac
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